Asphalts Bottom ash Cathodic protection Ternary and Multivariate Quality Control Charts of Gradation Control of Bottom Ash Aggregate in Su- Cathodic Protection of Reinforcing Steel in Con- Aggregate Gradation for Hot Mix Asphalt. — perpave Bituminous Mixes. — V. O. Ogunro, H. crete Using Conductive-Polymer System. — Guigin Yang, Daren B. H. Cline, Robert L. Lyt- I. Inyang, F Hooper, D. Young, and A. Oturkar: Andrés A. Torres-Acosta, Rajan Sen, and Miguel ton, and Dallas N. Little; 16(1), 28-34 (2004). 16(6), 604-13 (2004). Martinez-Madrid; 16(4), 315-21 (2004). Comparing Superpave Gyratory Compactor Data Boundary element method Cements to Field Cores. — Robert L. Peterson, Kamyar Microstructure and Fracture in Asphalt Mixtures Testing the Effectiveness of ClassC and Class F Fly C. Mahboub, R. Michael Anderson, Eyad Using a Boundary Element Approach. — B. Bir- Ash in Controlling Expansion due to Alkali- gisson, C. Soranakom, J. A. L. Napier, and R. Masad, and Laith Tashman; 16(1), 78-83 (2004). Silica Reaction Using Modified ASTM C 1260 Roque; 16(2), 116-21 (2004). Microstructural Simulation of Asphalt Materials: Test Method. — Chang-Seon Shon, Shondeep L. Brick masonry Modeling and Experimental Studies. — Martin Sarkar, and Dan G. Zollinger; 16(1), 20-7 H. Sadd, Qingli Dai, Venkitanarayanan Performance of Corrugated Metal Ties for Brick (2004). Veneer Wall Systems. — Young-Hwan Choi and Parameswaran, and Arun Shukla; 16(2), 107-15 Fiber-Cement Extrudates with Perlite Subjected to James M. LaFave; 16(3), 202-11 (2004). (2004). High Temperatures. — Zongjin Li, Xiangming Bricks Zhou, and Bin Shen; 16(3), 221-9 (2004). Barriers Thermal Conductivity of Clay Bricks. — Michele Steel Slag—tIts Production, Processing, Character- Contaminant Barrier Material Textural Response to Dondi, Francesca Mazzanti, Paolo Principi, istics, and Cementitious Properties. — Caijun Interaction with Aqueous Polymers. — John L. Mariarosa Raimondo, and Giorgio Zanarini: Shi; 16(3), 230-6 (2004) Daniels and Hilary |. Inyang: 16(3), 265-75 16(1), 8-14 (2004). Potential Use of Volcanic Pumice as a Construction (2004). Long-Term Performance of Epoxy Coated Clay Material Khandaker M. Anwar Hossain; Bars Bricks in Sulfuric Acid. — J. Liu and C. 16(6), 573-7 (2004) Vipulanandan; 16(4), 349-55 (2004). Impact Response of Steel Fiber-Reinforced Con- Performance of Brick Aggregate Concrete at High Clays crete Using a Split Hopkinson Pressure Bar. — Temperatures. — Fouad M. Khalaf and Alan S. Development of a Direct Tensile Test for Com- T. S. Lok and P. J. Zhao; 16(1), 54-9 (2004). DeVenny; 16(6), 556-65 (2004). pacted Earth Blocks Reinforced with Natural Comparison of Bond Strength of Steel Bars in Bridge maintenance Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Normal- and High-Strength Concrete. — M. H. Environmental Factors Affecting Corrosion of Gal- Kh. Ghavami; 16(1), 95-8 (2004) Harajli; 16(4), 365-74 (2004). vanized Steel Wires. — Keita Suzumura and Contaminant Barrier Material Textural Response to Binders, materials Shun-ichi Nakamura; 16(1), 1-7 (2004). Interaction with Aqueous Polymers. John L Laboratory Evaluation of Crumb Rubber Modified Bridges, suspension Daniels and Hilary |. Inyang: 16(3), 265-75 Asphalt Mixes. — S. K. Palit, K. Sudhakar Environmental Factors Affecting Corrosion of Gal- (2004). Reddy, and B. B. Pandey; 16(1), 45-53 (2004). vanized Steel Wires. — Keita Suzumura and Long-Term Performance of Epoxy Coated Clay Linear and Nonlinear Viscoelastic Analysis of the Shun-ichi Nakamura; 16(1), 1-7 (2004). Bricks in Sulfuric Acid J. Liu and C. Microstructure of Asphalt Concretes. — A. R. Building frames Vipulanandan; 16(4), 349-55 (2004). Abbas, A. T. Papagiannakis, and E. A. Masad: Performance of Corrugated Metal Ties for Brick Mineralogy of Soil Susceptible to Sulfate Attack 16(2), 133-9 (2004). Veneer Wall Systems. — Young-Hwan Choi and after Stabilization. — Lan Wang, Amitava Roy, Linear Rheological Behavioro f Bituminous Paving James M. LaFave; 16(3), 202-11 (2004). Roland Tittsworth, and Roger K. Seals; 16(4), Materials. — Gordon D. Airey, Behzad Ra- Building materials 375-82 (2004). himzadeh, and Andrew C. Collop; 16(3), 212-20 Development of a Direct Tensile Test for Com- Color (2004). pacted Earth Blocks Reinforced with Natural Assessment of Fire-Damaged Mortar Using Digital Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Image Process. Deng-Fong Lin, Her- Yung Bitumen Kh. Ghavami; 16(1), 95-8 (2004). Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Linear Rheological Behavior of Bituminous Paving Bulk density Compaction Materials. — Gordon D. Airey, Behzad Ra- Thermal Conductivity of Clay Bricks. — Michele Comparing Superpave Gyratory Compactor Data himzadeh, and Andrew C. Collop; 16(3), 212-20 Dondi, Francesca Mazzanti, Paolo Principi. to Field Cores Robert L. Peterson, Kamyar (2004). Mariarosa Raimondo, and Giorgio Zanarini: C. Mahboub, R. Michael Anderson, Eyad Gradation Control of Bottom Ash Aggregate in Su- 16(1), 8-14 (2004). Masad, and Laith Tashman; 16(1), 78-83 (2004) perpave Bituminous Mixes. — V. O. Ogunro, H. Buried pipes Prediction of Hot Mix Asphalt Stability Using the I. Inyang, F Hooper, D. Young, and A. Oturkar; Constitutive Model for High Density Polyethylene Superpave Gyratory Compactor Samer Des- 16(6), 604-13 (2004). Material: Systematic Approach. — Muhannad T. souky, Eyad Masad, and Fouad Bayomy; 16/6), Blocks Suleiman and Brian J. Coree; 16(6), 511-5 578-87 (2004). Development of a Direct Tensile Test for Com- (2004). Composite materials pacted Earth Blocks Reinforced with Natural Calcium sulfate Investigation into Waste Tire Rubber-Filled Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Mineralogy of Soil Susceptible to Sulfate Attack Concrete. — Baoshan Huang, Guogiang Li, Su- Kh. Ghavami; 16(1), 95-8 (2004). after Stabilization. — Lan Wang, Amitava Roy. Seng Pang, and John Eggers: 16(3), 187-94 Roland Tittsworth, and Roger K. Seals: 16/4), Bonding strength (2004). 375-82 (2004). Properties of Polymer Concrete Using Fly Ash. — Accelerated Weathering of Natural Fiber-Filled Carbon K. S. Rebeiz, S. P. Serhal, and A. P. Craft; 16(1), Polyethylene Composites. Thomas Lundin, Bond Characteristics of Carbon, Alkali Resistant i5-9 (2004). Steven M. Cramer, Robert H. Falk, and Colin Glass, and Aramid Textiles in Mortar. — Shilang Long-Term Performance of Epoxy Coated Clay Xu, Markus Kruger, Hans-Wolf Reinhardt, and Felton: 16(6), 547-55 (2004). Bricks in Sulfuric Acid. — J. Liu and C. Josko O7zbolt; 16(4), 356-64 (2004). Compression Vipulanandan; 16(4), 349-55 (2004). Carbonation Failure Mechanism of Concrete under Fatigue Bond Characteristics of Carbon, Alkali Resistant Carbonation-Porosity-Strength Model for Fly Ash Compressive Load. — Bin Mu, Kolluru V. Sub- Glass, and Aramid Textiles in Mortar. — Shilang Concrete. — Cengiz Duran Atis: 16(1), 91-4 ramaniam, and S. P. Shah: 16(6), 566-72 (2004). Xu, Markus Kruger, Hans-Wolf Reinhardt, and (2004). Compressive strength Josko Ozbolt:; 16(4), 356-64 (2004). Cast iron Properties of Polymer Concrete Using Fly Ash. Comparison of Bond Strength of Steel Bars in Mechanical Properties and Strength of Aged Cast K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1). Normal- and High-Strength Concrete. — M. H. Iron Water Pipes. — Michael V. Seica and Jef- 15-9 (2004) Harajli; 16(4), 365-74 (2004). frey A. Packer: 16(1), 69-77 (2004). Application of Neural Networks for Estimation of JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 655 Concrete Strength. — Jong-In Kim, Doo Kie Configuration Interaction with Aqueous Polymers. — John L. Kim, Maria Q. Feng, and Frank Yazdani; 16(3), Thermodynamic Framework for the Constitutive Daniels and Hilary |. Inyang; 16(3), 265-75 257-64 (2004). Modeling of Asphalt Concrete: Theory and (2004). Compressive tests Applications. — J. Murali Krishnan and K. R. Effects of Crack Width and Permeability on Influence of Environmental Aging on Properties of Rajagopal; 16(2), 155-66 (2004). Moisture-Induced Damage of Pavements. — Polymeric Mortars. — M. A. Gongalves da Constitutive models Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun Silva; 16(5), 461-8 (2004). Thermodynamic Framework for the Constitutive Young: 16(3), 276-82 (2004). Computer software Modeling of Asphalt Concrete: Theory and Fatigue Characteristics of Asphalt Concrete from Assessment of Fire-Damaged Mortar Using Digital Applications. — J. Murali Krishnan and K. R. Asphalt Slab Tests. — Yonggi Li and John B. Image Process. — Deng-Fong Lin, Her-Yung Rajagopal; 16(2), 155-66 (2004). Metcalf; 16(4), 306-14 (2004). Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Constitutive Model for High Density Polyethylene Creep Concentrated loads Material: Systematic Approach. — Muhannad T. Mechanical Characteristics of Axially Restrained Bending-Punching Shear Interaction in an Oriented Suleiman and Brian J. Coree: 16(6), 511-5 Concrete Specimens at Early Ages. — Eun-Ik Strand Board. — Wilfred H. Thomas; 16(4). (2004). Yang, Seong-Tae Yi, and Hyun-Jong Lee; 16(1), 341-8 (2004). Linear Viscoelastic and Fatigue Characteristics of 35-44 (2004). Concrete Styrene—Butadiene—Styrene Modified Asphalt Cyclic loads Carbonation-Porosity-Strength Model for Fly Ash Mixtures. — Robert Lundstrom and Ulf Constitutive Model for Confined High Strength Concrete. — Cengiz Duran Atis; 16(1), 91-4 Isacsson; 16(6), 629-38 (2004). Concrete Subjected to Cyclic Loading. — (2004). Constitutive relations Weena P. Lokuge, J. G. Sanjayan, and Sujeeva Investigation into Waste Tire Rubber-Filled Constitutive Model for Confined High Strength Setunge; 16/4}, 297-305 (2004). Concrete. — Baoshan Huang, Guogiang Li, Su- Concrete Subjected to Cyclic Loading. — Cyclic tests Seng Pang, and John Eggers; 16(3), 187-94 Weena P. Lokuge, J. G. Sanjayan, and Sujeeva Performance of Corrugated Metal Ties for Brick (2004). Setunge: 16(4), 297-305 (2004). Veneer Wall Systems. — Young-Hwan Choi and Yield Model of High Fluidity Concrete in Fresh Construction materials James M. LaFave: 16(3), 202-11 (2004). State. — Zhuguo Li, Taka-aki Ohkubo, and Permeable Porosity and Thermal Conductivity of Yasuo Tanigawa; 16(3), 195-201 (2004). Construction Materials. — B. Bhattacharjee and Damage assessment Theoretical Analysis of Time-Dependence and S. Krishnamoorthy; 16(4), 322-30 (2004). Assessment of Fire-Damaged Mortar Using Digital Thixotropy of Fluidity for High Fluidity Potential Use of Volcanic Pumice as a Construction Image Process. — Deng-Fong Lin, Her-Yung Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Material. — Khandaker M. Anwar Hossain: Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Yasuo Tanigawa; 16(3), 247-56 (2004). 16(6), 573-7 (2004). Data analysis Application of Neural Networks for Estimation of Influence of Fiber-Reinforced Concrete on Radon Comparing Superpave Gyratory Compactor Data Concrete Strength. — Jong-In Kim, Doo Kie Concentrations. — Robert A. Brounstein and to Field Cores. — Robert L. Peterson, Kamyar Kim, Maria Q. Feng, and Frank Yazdani: 16(3), William H. Johnson; 16(6), 646-9 (2004). C. Mahboub, R. Michael Anderson, Eyad 257-64 (2004). Corrosion Masad, and Laith Tashman; 16(1), 78-83 (2004). Compression and Deformation Performance of Environmental Factors Affecting Corrosion of Gal- Reanalysis of Thickness Loss Data for Weathering Concrete Containing Postconsumer Plastics. — vanized Steel Wires. — Keita Suzumura and Steel. — Richard H. McCuen and Pedro Ashraf M. Ghaly and Michael S. Gili: 16(4), Shun-ichi Nakamura; 16(1), 1-7 (2004). Albrecht: 16(3), 237-46 (2004). 289-96 (2004). Mechanical Properties and Strength of Aged Cast Deformation Recycling of Demolished Masonry Rubble as Iron Water Pipes. — Michael V. Seica and Jef- Laboratory Evaluation of Crumb Rubber Modified Coarse Aggregate in Concrete: Review. — frey A. Packer; 16(1), 69-77 (2004). Asphalt Mixes. — S. K. Palit, K. Sudhakar Fouad M. Khalaf and Alan S. DeVenny: 16(4). Reanalysis of Thickness Loss Data for Weathering Reddy, and B. B. Pandey; 16(1), 45-53 (2004). 331-40 (2004). Steel. — Richard H. McCuen and Pedro Micromechanical Modeling of Steady-State Defor- Performance of Brick Aggregate Concrete at High Albrecht; 16(3), 237-46 (2004). mation in Asphalt. — V. S. Deshpande and D. Temperatures. — Fouad M. Khalaf and Alan S. Corrosion control Cebon; 16(2), 100-6 (2004). DeVenny; 16(6), 556-65 (2004). Cathodic Protection of Reinforcing Steel in Con- Compression and Deformation Performance of Failure Mechanism of Concrete under Fatigue crete Using Conductive-Polymer System. — Concrete Containing Postconsumer Plastics. — Compressive Load. — Bin Mu, Kolluru V. Sub- Andrés A. Torres-Acosta, Rajan Sen, and Miguel Ashraf M. Ghaly and Michael S. Gill: 16(4), ramaniam, and S. P. Shah; 16(6), 566-72 (2004). Martinez-Madrid; 16(4), 315-21 (2004). 289-96 (2004). Flow Performance of High-Fluidity Concrete. — Crack propagation Density Zhuguo Li, Taka-aki Ohkubo, and Yasuo Methodology for Random Surface-Initiated Crack Effect of Aggregate Angularity on Base Material Tanigawa: 16(6), 588-96 (2004). Growth Prediction in Asphalt Pavements. — M. Properties. — Vincent Janoo, Jack J. Bayer, Jr., Treatments for the Improvement of Recycled W. Kumara, M. Gunaratne, J. J. Lu, and B. and ChristopherC . Benda; 16(6), 614-22 (2004). Aggregate. — Amnon Katz: 16(6), 597-603 Dietrich; 16(2), 175-85 (2004). (2004). Fatigue Characteristics of Asphalt Concrete from Digital techniques Assessment of Fire-Damaged Mortar Using Digital Concrete blocks Asphalt Slab Tests. — Yonggi Li and John B. Image Process. — Deng-Fong Lin, Her-Yung Potential Use of Volcanic Pumice as a Construction Metcalf: 16(4), 306-14 (2004). Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Material. — Khandaker M. Anwar Hossain: Cracking 16(6), 573-7 (2004). Mechanical Characteristics of Axially Restrained Dilatancy Concrete structures Concrete Specimens at Early Ages. — Eun-Ik Micromechanical Modeling of Steady-State Defor- Cathodic Protection of Reinforcing Steel in Con- Yang, Seong-Tae Yi, and Hyun-Jong Lee; 16(1), mation in Asphalt. — V. S. Deshpande and D. crete Using Conductive-Polymer System. — 35-44 (2004). Cebon; 16(2), 100-6 (2004). Andrés A. Torres-Acosta, Rajan Sen, and Miguel Microstructure and Fracture in Asphalt Mixtures Discrete elements Martinez-Madrid; 16(4), 315-21 (2004). Using a Boundary Element Approach. — B. Bir- Discrete Element Modeling to Predict the Modulus Concrete, reinforced gisson, C. Soranakom, J. A. L. Napier, and R. of Asphalt Concrete Mixtures. — Z. You and W. Impact Response of Steel Fiber-Reinforced Con- Roque; 16(2), 116-21 (2004). G. Buttlar; 16(2), 140-6 (2004). crete Using a Split Hopkinson Pressure Bar. — Methodology for Random Surface-Initiated Crack Ductility T. S. Lok and P. J. Zhao; 16(1), 54-9 (2004). Growth Prediction in Asphalt Pavements. — M. Constitutive Model for Confined High Strength Influence of Fiber-Reinforced Concrete on Radon W. Kumara, M. Gunaratne, J. J. Lu, and B. Concrete Subjected to Cyclic Loading. — Concentrations. — Robert A. Brounstein and Dietrich; 16(2), 175-85 (2004). Weena P. Lokuge, J. G. Sanjayan, and Sujeeva William H. Johnson; 16(6), 646-9 (2004). Contaminant Barrier Materiai Textural Response to Setunge; 16(4), 297-305 (2004). 656 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Durability Fiber reinforced materials Ash in Controlling Expansion due to Alkali- Influence of Environmental Aging on Properties of Impact Response of Steel Fiber-Reinforced Con- Silica Reaction Using Modified ASTM C 1260 Polymeric Mortars. — M. A. Goncalves da crete Using a Split Hopkinson Pressure Bar. — Test Method. — Chang-Seon Shon, Shondeep L. Silva; 16(5), 461-8 (2004). T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Sarkar, and Dan G. Zollinger: 16(1), 20-7 Accelerated Weathering of Natural Fiber-Filled Development of a Direct Tensile Test for Com- (2004). Polyethylene Composites. — Thomas Lundin, pacted Earth Blocks Reinforced with Natural Carbonation-Porosity-Strength Model for Fly Ash Steven M. Cramer, Robert H. Falk, and Colin Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Concrete. Cengiz Duran Atis: 16(1), 91-4 Felton: 16(6), 547-55 (2004). Kh. Ghavami; 16(1), 95-8 (2004). (2004) Environmental issues Fiber-Cement Extrudates with Perlite Subjected to Fracture mechanics Recycling of Demolished Masonry Rubble as High Temperatures. — Zongjin Li, Xiangming Coarse Aggregate in Concrete: Review. — Zhou, and Bin Shen; 16(3), 221-9 (2004). Evaluating Four-Point Bend Fatigue of Asphalt Fouad M. Khalaf and Alan S. DeVenny: 16/4). Influence of Fiber-Reinforced Concrete on Radon Mix Using Image Analysis. A. M. Hartman 331-40 (2004). Concentrations. — Robert A. Brounstein and and M. D. Gilchrist: 16(1), 60-8 (2004), Epoxy coatings William H. Johnson: 16(6), 646-9 (2004). Fractures Freeze-Thaw Resistance of Fiber-Reinforced Poly- Fiber reinforced plastics Microstructure and Fracture in Asphalt Mixtures mer Composites Adhesive Bonds with Under- Cathodic Protection of Reinforcing Steel in Con- Using a Boundary Element Approach. — B. Bir- water Curing Epoxy. — Roberto Lopez-Anido, crete Using Conductive-Polymer System. gisson, C. Soranakom, J. A. L. Napier, and R Antonis P. Michael, and Thomas C. Sandford; Andrés A. Torres-Acosta, Rajan Sen, and Miguel Roque; 16/2), 116-21 (2004). 16(3), 283-6 (2004). Martinez-Madrid: 16(4), 315-21 (2004). Methodology for Random Surface-Initiated Crack Long-Term Performance of Epoxy Coated Clay Accelerated Weathering of Natural Fiber-Filled Growth Prediction in Asphalt Pavements. — M. Bricks in Sulfuric Acid. — J. Liu and C. Polyethylene Composites. — Thomas Lundin, W. Kumara, M. Gunaratne, J. J. Lu, and B. Vipulanandan; 16(4), 349-55 (2004). Steven M. Cramer, Robert H. Falk, and Colin Dietrich: 16(2), 175-85 (2004). Estimation Felton: 16(6), 547-55 (2004). Freeze-thaw Application of Neural Networks for Estimation of Fiber reinforced polymers Contaminant Barrier Material Textural Response to Concrete Strength. — Jong-In Kim, Doo Kie Freeze-Thaw Resistance of Fiber-Reinforced Poly- Interaction with Aqueous Polymers. John L. Kim, Maria Q. Feng, and Frank Yazdani; 16(3). mer Composites Adhesive Bonds with Under- Daniels and Hilary |. Inyang: 16(3), 265-75 257-64 (2004). water Curing Epoxy. — Roberto Lopez-Anido, (2004). Expansion Antonis P. Michael, and Thomas C. Sandford; Freeze-Thaw Resistance of Fiber-Reinforced Poly- Testing the Effectiveness of Class C and Class F Fly 16(3), 283-6 (2004). mer Composites Adhesive Bonds with Under- Ash in Controlling Expansion due to Alkali- Finite element method water Curing Epoxy Roberto Lopez-Anido, Silica Reaction Using Modified ASTM C 1260 Linear and Nonlinear Viscoelastic Analysis of the Antonis P. Michael, and Thomas C. Sandford: Test Method. — Chang-Seon Shon, Shondeep L. Microstructure of Asphalt Concretes. — A. R. 16(3), 283-6 (2004) Sarkar, and Dan G. Zollinger; 16(1), 20-7 Abbas, A. T. Papagiannakis, and E. A. Masad: (2004). 16(2), 133-9 (2004). Friction Experimentation Fire resistance Yield Model of High Fluidity Concrete in Fresh Microstructural Simulation of Asphalt Materials: Stress-Strain Curves for High Strength Concrete at State. Zhuguo Li, Taka-aki Ohkubo, and Modeling and Experimental Studies. — Martin Elevated Temperatures. — Fu-Ping Cheng, V. K. Yasuo Tanigawa: 16(3), 195-201 (2004) H. Sadd, Qingli Dai, Venkitanarayanan R. Kodur, and Tien-Chih Wang; 16(1), 84-90 Glass Parameswaran, and Arun Shukla: 16(2), 107-15 (2004). Bond Characteristics of Carbon, Alkali Resistant (2004). Flexible pavements Glass, and Aramid Textiles in Mortar. — Shilang Failure load Crumb Rubber-Bitumen Interactions: Diffusion of Xu, Markus Kruger. Hans-Wolf Reinhardt, and Bending-Punching Shear Interaction in an Oriented Bitumen into Rubber. Panagiotis Frantzis: Josko O7bolt; 16/4), 356-64 (2004). Strand Board. — Wilfred H. Thomas: 16(4), 16(4), 387-90 (2004). Select Engineering Characteristics of Crushed 341-8 (2004). Flexible pipes Glass. Joseph Wartman, Dennis G. Grubb, Failures Constitutive Model for High Density Polyethylene and A. S. M. Nasim: 16(6), 526-39 (2004) Failure Mechanism of Concrete under Fatigue Material: Systematic Approach. — Muhannad T. Gradients Compressive Load. — Bin Mu, Kolluru V. Sub- Suleiman and Brian J. Coree: 16(6), 511-5 Application of Mixture Theory in the Evaluation of ramaniam, and S. P. Shah; 16(6), 566-72 (2004). (2004). Mechanical Properties of Asphalt Concrete Fatigue Flexural strength Linbing Wang, X. Wang, Louay Mohammad, Evaluating Four-Point Bend Fatigue of Asphalt Properties of Polymer Concrete Using Fly Ash. and Yongping Wang: 16(2), 167-74 (2004) Mix Using Image Analysis. — A. M. Hartman K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1), and M. D. Gilchrist; 16(1), 60-8 (2004). 15-9 (2004), High strength concretes Influence of Asphalt Mixture Stiffness on Fatigue Flexure Mechanical Characteristics of Axially Restrained Failure. — Robert Lundstrom, Herve Di Bene- Evaluating Four-Point Bend Fatigue of Asphalt Concrete Specimens at Early Ages. Eun-tk detto, and Ulf Isacsson: 16(6), 516-25 (2004). Mix Using Image Analysis. A. M. Hartman Yang. Seong-Tae Yi, and Hyun-Jong Lee; 16(1), Failure Mechanism of Concrete under Fatigue and M. D. Gilchrist; 16(1), 60-8 (2004). 35-44 (2004) Compressive Load. — Bin Mu, Kolluru V. Sub- Flocculation Stress-Strain Curves for High Strength Concrete at ramaniam, and S. P. Shah; 16(6), 566-72 (2004). Theoretical Analysis of Time-Dependence and Elevated Temperatures. — Fu-Ping Cheng, V. K. Linear Viscoelastic and Fatigue Characteristics of Thixotropy of Fluidity for High Fluidity R. Kodur, and Tien-Chih Wang: 16(1), 84-90 Styrene—Butadiene—Styrene Modified Asphalt Concrete. — Zhuguo Li, Taka-aki Ohkubo, and (2004) Mixtures. — Robert Lundstrom and Ulf Yasuo Tanigawa: 16(3), 247-56 (2004). Constitutive Model for Contined High Strength Isacsson; 16(6), 629-38 (2004). Fluid flow Concrete Subjected to Cyclic Loading. Fatigue strength Flow Performance of High-Fluidity Concrete. Weena P. Lokuge. J. G. Sanjayan, and Sujeeva Laboratory Evaluation of Crumb Rubber Modified Zhuguo Li, Taka-aki Ohkubo, and Yasuo Setunge: 16(4), 297-305 (2004) Asphalt Mixes. — S. K. Palit. K. Sudhakar Tanigawa: 16(6), 588-96 (2004). Comparison of Bond Strength of Steel Bars in Reddy, and B. B. Pandey: 16(1), 45-53 (2004). Fly ash Normal- and High-Strength Concrete M.H Fatigue tests Properties of Polymer Concrete Using Fly Ash. Harajli; 16(4), 365-74 (2004) Fatigue Characteristics of Asphalt Concrete from K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1). Utilization of Palm Oi) Fuel Ash in High-Strength Asphalt Slab Tests. — Yonggi Li and John B. 15-9 (2004). Concrete. — Vanchai Sata, Chai Jaturapitakkul, Metcalf; 16(4), 306-14 (2004). Testing the Effectivenesso f Class C and Class F Fly and Kraiwood Kiattikomol; 16(6), 623-8 (2004). JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 657 Hydration C. Mahboub, R. Michael Anderson, Eyad Application of Neural Networks for Estimation of Theoretical Analysis of Time-Dependence and Masad, and Laith Tashman; 16(1), 78-83 (2004). Concrete Strength. — Jong-In Kim, Doo Kie Thixotropy of Flvidity for High Fluidity Application of Mixture Theory in the Evaluation of Kim, Maria Q. Feng, and Frank Yazdani; 16(3), Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Mechanical Properties of Asphalt Concrete. — 257-64 (2004). Yasuo Tanigawa; 16(3), 247-56 (2004). Linbing Wang, X. Wang, Louay Mohammad, Mixtures Image analysis and Yongping Wang; 16(2), 167-74 (2004). Application of a Temperature Dependent Visco- Evaluating Four-Point Bend Fatigue of Asphalt Bending-Punching Shear Interaction in an Oriented plastic Hierarchical Single Surface Model for Mix Using Image Analysis. — A. M. Hartman Strand Board. — Wilfred H. Thomas; 16(4), Asphalt Mixtures. — Baoshan Huang, Louay N. and M. D. Gilchrist; 16(1), 60-8 (2004). 341-8 (2004). Mohammad, and G. Wije Wathugala: 16(2), Assessment of Fire-Damaged Mortar Using Digital Influence of Environmental Aging on Properties of 147-54 (2004). Image Process. — Deng-Fong Lin, Her- Yung Polymeric Mortars. — M. A. Gongalves da Application of Mixture Theory in the Evaluation of Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Silva; 16(5), 461-8 (2004). Mechanical Properties of Asphalt Concrete. — Interaction models Metals Linbing Wang, X. Wang, Louay Mohammad, Bending-Punching Shear Interaction in an Oriented Performance of Corrugated Metal Ties for Brick and Yongping Wang; 16(2), 167-74 (2004). Strand Board. — Wilfred H. Thomas; 16/4), Veneer Wall Systems. — Young-Hwan Choi and Gradation Control of Bottom Ash Aggregate in Su- 341-8 (2004). James M. LaFave: 16(3), 202-11 (2004). perpave Bituminous Mixes. — V. O. Ogunro, H. Laboratory tests Micromechanics I. Inyang, F Hooper, D. Young, and A. Oturkar; Laboratory Evaluation of Crumb Rubber Modified Micromechanical Modeling of Steady-State Defor- 16(6), 604-13 (2004). Asphalt Mixes. — S. K. Palit, K. Sudhakar mation in Asphalt. — V. S. Deshpande and D. Models Reddy, and B. B. Pandey: 16(1), 45-53 (2004). Cebon; 16(2), 100-6 (2004). Ternary and Multivariate Quality Control Charts of Bending-Punching Shear Interaction in an Oriented Linear Viscoelastic Analysis of Asphalt Mastics. — Aggregate Gradation for Hot Mix Asphalt. — Strand Board. — Wilfred H. Thomas; 16(4), Yong-Rak Kim and D. N. Little; 16(2), 122-32 Guigin Yang, Daren B. H. Cline, Robert L. Lyt- 341-8 (2004). (2004). ton, and Dallas N. Little: 16(1), 28-34 (2004). Landfills Discrete Element Modeling to Predict the Modulus Micromechanical Modeling of Steady-State Defor- Compression and Deformation Performance of of Asphalt Concrete Mixtures. — Z. You and W. mation in Asphalt. — V. S. Deshpande and D. Concrete Containing Postconsumer Plastics. — G. Buttlar; 16(2), 140-6 (2004). Cebon; 16(2), 100-6 (2004). Ashraf M. Ghaly and Michael S. Gill; 16(4), Microscopy Microstructural Simulation of Asphalt Materials: 289-96 (2004). Mineralogy of Soil Susceptible to Sulfate Attack Modeling and Experimental Studies. — Martin Lightweight concrete after Stabilization. — Lan Wang, Amitava Roy, H. Sadd, Qingli Dai, Venkitanarayanan Potential Use of Volcanic Pumice as a Construction Roland Tittsworth, and Roger K. Seals: 16(4), Parameswaran, and Arun Shukla; 16(2), 107-15 Material. — Khandaker M. Anwar Hossain; 375-82 (2004). (2004). 16(6), 575-7 (3004). Microstructure Discrete Element Modeling to Predict the Modulus Linear analysis Thermal Conductivity of Clay Bricks. — Michele of Asphalt Concrete Mixtures. — Z. You and W. Linear Viscoelastic Analysis of Asphalt Mastics. — Dondi, Francesca Mazzanti, Paolo Principi, G. Buttlar; 16(2), 140-6 (2004). Yong-Rak Kim and D. N. Little: 16(2), 122-32 Mariarosa Raimondo, and Giorgio Zanarini; Application of a Temperature Dependent Visco- (2004). 16(1), 8-14 (2004). plastic Hierarchical Single Surface Model for Loads Microstructural Simulation of Asphalt Materials: Asphalt Mixtures. — Baoshan Huang, Louay N. Failure Mechanism of Concrete under Fatigue Modeling and Experimental Studies. — Martin Mohammad, and G. Wije Wathugala: 16(2), Compressive Load. — Bin Mu, Kolluru V. Sub- H. Sadd, Qingli Dai, Venkitanarayanan 147-54 (2004). ramaniam, and S. P. Shah; 16(6), 566-72 (2004). Parameswaran, and Arun Shukla; 16(2), 107-15 Permeable Porosity and Thermal Conductivity of Masonry (2004). Construction Materials. — B. Bhattacharjee and Recycling of Demolished Masonry Rubble as Microstructure and Fracture in Asphalt Mixtures S. Krishnamoorthy; 16(4), 322-30 (2004). Coarse Aggregate in Concrete: Review. — Using a Boundary Element Approach. — B. Bir- Long-Term Performance of Epoxy Coated Clay Fouad M. Khalaf and Alan S. DeVenny: 16/4), gisson, C. Soranakom, J. A. L. Napier, and R. Bricks in Sulfuric Acid. — J. Liu and C. 331-40 (2004). Roque: 16(2), 116-21 (2004). Vipulanandan; 16(4), 349-55 (2004). Performance of Brick Aggregate Concrete at High Fiber-Cement Extrudates with Perlite Subjected to Temperatures. — Fouad M. Khalaf and Alan S. High Temperatures. — Zongjin Li, Xiangming Moisture DeVenny; 16(6), 556-65 (2004). Zhou, and Bin Shen; 16(3), 221-9 (2004). Effects of Crack Width and Permeability on Material failure Treatments for the Improvement of Recycled Moisture-Induced Damage of Pavements. — Evaluating Four-Point Bend Fatigue of Asphalt Aggregate. — Amnon Katz: 16(6), 597-603 Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun Mix Using Image Analysis. — A. M. Hartman (2004). Young; 16(3), 276-82 (2004). Effect of Aggregate Angularity on Base Material and M. D. Gilchrist; 16(1), 60-8 (2004). Mineral analysis Material failures Mineralogy of Soil Susceptible to Sulfate Attack Properties. — Vincent Janoo, Jack J. Bayer, Jr., and Christopher C. Benda; 16(6), 614-22 (2004). Influence of Asphalt Mixture Stiffness on Fatigue after Stabilization. — Lan Wang, Amitava Roy, Failure. — Robert Lundstrom, Hervé Di Bene- Roland Tittsworth, and Roger K. Seals; 16(4), Mortars detto, and Ulf Isacsson; 16(6), 516-25 (2004). 375-82 (2004). Bond Characteristics of Carbon, Alkali Resistant Material properties Mineralogy Glass, and Aramid Textiles in Mortar. — Shilang Theoretical Analysis of Time-Dependence and Thermal Conductivity of Clay Bricks. — Michele Xu, Markus Kruger, Hans-Wolf Reinhardt, and Thixotropy of Fluidity for High Fluidity Dondi, Francesca Mazzanti, Paolo Principi, Josko Ozbolt; 16(4), 356-64 (2004). Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Mariarosa Raimondo, and Giorgio Zanarini; Assessment of Fire-Damaged Mortar Using Digital Yasuo Tanigawa; 16(3), 247-56 (2004). 16(1), 8-14 (2004). Image Process. — Deng-Fong Lin, Her- Yung Select Engineering Characteristics of Crushed Mineralogy of Soil Susceptible to Sulfate Attack Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Glass. — Joseph Wartman, Dennis G. Grubb, after Stabilization. — Lan Wang, Amitava Roy, Influence of Environmental Aging on Properties of and A. S. M. Nasim; 16(6), 526-39 (2004). Roland Tittsworth, and Roger K. Seals; 16(4), Polymeric Mortars. — M. A. Gongalves da Mechanical properties 375-82 (2004). Silva; 16(5), 461-8 (2004). Mechanical Properties and Strength of Aged Cast Mixing Neural networks Iron Water Pipes. — Michael V. Seica and Jef- Ternary and Multivariate Quality Control Charts of Application of Neural Networks for Estimation of frey A. Packer; 16(1), 69-77 (2004). Aggregate Gradation for Hot Mix Asphalt. — Concrete Strength. — Jong-In Kim, Doo Kie Comparing Superpave Gyratory Compactor Data Guigin Yang, Daren B. H. Cline, Robert L. Lyt- Kim, Maria Q. Feng, and Frank Yazdani; 16(3), to Field Cores. — Robert L. Peterson, Kamyar ton, and Dallas N. Little; 16(1), 28-34 (2004). 257-64 (2004). 658 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Nevada Polyethylene Recycling Influence of Fiber-Reinforced Concrete on Radon Constitutive Model for High Density Polyethylene Properties of Polymer Concrete Using Fly Ash. — Concentrations. — Robert A. Brounstein and Material: Systematic Approach. — Muhannad T. K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1), William H. Johnson; 16(6), 646-9 (2004). Suleiman and Brian J. Coree: 16(6), 511-5 15-9 (2004). Nonlinear analysis (2004). Investigation into Waste Tire Rubber-Filled Linear and Nonlinear Viscoelastic Analysis of the Accelerated Weathering of Natural Fiber-Filled Concrete. — Baoshan Huang, Guogiang Li, Su- Microstructure of Asphalt Concretes. — A. R. Polyethylene Composites. — Thomas Lundin, Seng Pang. and john Eggers; 16(3), 187-94 Abbas, A. T. Papagiannakis, and E. A. Masad: Steven M. Cramer, Robert H. Falk, and Colin (2004). 16(2), 133-9 (2004). Felton; 16(6), 547-55 (2004). Steel Slag—tts Production, Processing, Character- Particle interactions Polymer concrete istics, and Cementitious Properties. — Caijun Flow Performance of High-Fluidity Concrete. — Properties of Polymer Concrete Using Fly Ash. — Shi; 16(3), 230-6 (2004). Zhuguo Li, Taka-aki Ohkubo, and Yasuo K. S. Rebeiz, S. P. Serhal, and A. P. Craft: 16(1), Compression and Deformation Performance of Tanigawa; 16(6), 588-96 (2004). 15-9 (2004). Concrete Containing Postconsumer Plastics. — Particles Polymers Ashraf M. Ghaly and Michael S. Gill; 16(4), 289-96 (2004). Effect of Aggregate Angularity on Base Material Contaminant Barrier Material Textural Response to Recycling of Demolished Masonry Rubble as Interaction with Aqueous Polymers. — John L. Properties. — Vincent Janoo, Jack J. Bayer, Jr., Coarse Aggregate in Concrete: Review. — and ChristopherC . Benda; 16(6), 614-22 (2004). D(2a0n0i4e)l.s and Hilary |. Inyang; 16(3), 265-75 Fouad M. Khalaf and Alan S. DeVenny: 16/4). Pavement deterioration 331-40 (2004). Cathodic Protection of Reinforcing Steel in Con- Effects of Crack Width and Permeability on Crumb Rubber-Bitumen Interactions: Diffusion of crete Using Conductive-Polymer System. — Moisture-Induced Damage of Pavements. — Bitumen into Rubber. Panagiotis Frantzis: Andrés A. Torres-Acosta, Rajan Sen, and Miguel Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun 16(4), 387-90 (2004). Martinez-Madrid; 16(4), 315-21 (2004). Young; 16(3), 276-82 (2004). Select Engineering Characteristics of Crushed Influence of Environmental Aging on Properties of Pavements Polymeric Mortars. — M. A. Gongalves da Glass. — Joseph Wartman, Dennis G. Grubb, Thermodynamic Framework for the Constitutive Silva; 16(5), 461-8 (2004). and A. S. M. Nasim; 16(6), 526-39 (2004). Modeling of Asphalt Concrete: Theory and Linear Viscoelastic and Fatigue Characteristics of Performance of Brick Aggregate Concrete at High Applications. — J. Murali Krishnan and K. R. Styrene—Butadiene—Styrene Modified Asphalt Temperatures. — Fouad M. Khalaf and Alan S. Rajagopal; 16(2), 155-66 (2004). Mixtures. — Robert Lundstrom and Ulf DeVenny: 16(6), 556-65 (2004). Fatigue Characteristics of Asphalt Concrete from Isacsson; 16(6), 629-38 (2004). Treatments for the Improvement of Recycled Asphalt Slab Tests. — Yonggi Li and John B. Aggregate. Amnon Katz; 16(6), 597-603 Porosity Metcalf; 16(4), 306-14 (2004). (2004). Carbonation-Porosity-Strength Model for Fly Ash Gradation Control of Bottom Ash Aggregate in Su- Concrete. — Cengiz Duran Atis; 16(1), 91-4 Gradation Control of Bottom Ash Aggregate in Su- perpave Bituminous Mixes. — V. O. Ogunro, H. (2004). perpave Bituminous Mixes. — V. O. Ogunro, H. I. Inyang, F Hooper, D. Young, and A. Oturkar; Fiber-Cement Extrudates with Perlite Subjected to I. Inyang, F Hooper, D. Young, and A. Oturkar; 16(6), 604-13 (2004). High Temperatures. — Zongjin Li, Xiangming 16(6), 604-13 (2004). Utilization of Palm Oil Fuel Ash in High-Strength Permeability Zhou, and Bin Shen; 16(3), 221-9 (2004). Concrete. — Vanchai Sata, Chai Jaturapitakkul, Effects of Crack Width and Permeability on Permeable Porosity and Thermal Conductivity of and Kraiwood Kiattikomol; 16(6), 623-8 (2004), Moisture-Induced Damage of Pavements. — Construction Materials. — B. Bhattacharjee and Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun S. Krishnamoorthy; 16(4), 322-30 (2004). Rehabilitation Young; 16(3), 276-82 (2004). Portland cements Methodology for Random Surtace-Initiated Crack Growth Prediction in Asphalt Pavements. — M Piles Investigation into Waste Tire Rubber-Filled W. Kumara, M. Gunaratne, J. J. Lu, and B. Freeze-Thaw Resistance of Fiber-Reinforced Poly- Concrete. — Baoshan Huang, Guogiang Li, Su- Dietrich; 16(2), 175-85 (2004) mer Composites Adhesive Bonds with Under- Seng Pang, and John Eggers: 16(3), 187-94 Residual strength water Curing Epoxy. — Roberto Lopez-Anido, (2004). Fiber-Cement Extrudates with Perlite Subjected to Antonis P. Michael, and Thomas C. Sandford: Pull-out resistance High Temperatures. Zongjin Li, Xiangming 16(3), 283-6 (2004). Bond Characteristics of Carbon, Alkali Resistant Zhou, and Bin Shen; 16(3), 221-9 (2004), Pipes Glass, and Aramid Textiles in Mortar. — Shilang Rheological properties Mechanical Properties and Strength of Aged Cast Xu, Markus Kruger, Hans-Wolf Reinhardt, and Linear Rheological Behavioro f Bituminous Paving Iron Water Pipes. — Michael V. Seica and Jef- Josko Ozbolt; 16(4), 356-64 (2004). Materials. — Gordon D. Airey, Behzad Ra- frey A. Packer; 16(1), 69-77 (2004). Pumice himzadeh, and Andrew C. Collop; 16(3), 212-20 Plastic pipes Potential Use of Volcanic Pumice as a Construction (2004). Constitutive Model for High Density Polyethylene Material. — Khandaker M. Anwar Hossain; Rheology Material: Systematic Approach. — Muhannad T. 16(6), 573-7 (2004). Linear Viscoelastic Analysiso fA sphalt Mastics. — Suleiman and Brian J. Coree; 16(6), 511-5 Quality control Yong-Rak Kim and D. N. Little; 16(2), 122-32 (2004). Ternary and Multivariate Quality Control Charts of (2004). Plastics Aggregate Gradation for Hot Mix Asphalt. — Linear Viscoelastic and Fatigue Characteristics of Compression and Deformation Performance of Guigin Yang, Daren B. H. Cline, Robert L. Lyt- Styrene—Butadiene—Styrene Moditied Asphalt Concrete Containing Postconsumer Plastics. — ton, and Dallas N. Little; 16(1), 28-34 (2004). Mixtures. — Robert Lundstrom and Ulf Ashraf M. Ghaly and Michael S. Gill; 16(4), Radiography Isacsson: 16(6), 629-38 (2004). 289-96 (2004). Application of Mixture Theory in the Evaluation of Rubber Crumb Rubber-Bitumen Interactions: Diffusion of Mechanical Properties of Asphalt Concrete. — Laboratory Evaluation of Crumb Rubber Modified Bitumen into Rubber. — Panagiotis Frantzis; Linbing Wang, X. Wang, Louay Mohammad, Asphalt Mixes. — S. K. Palit, K. Sudhakar 16(4), 387-90 (2004). and Yongping Wang: 16(2), 167-74 (2004). Reddy, and B. B. Pandey; 16(1), 45-53 (2004). Plates Radon Investigation into Waste Tire Rubber-Filled Bending-Punching Shear Interaction in an Oriented Influence of Fiber-Reinforced Concrete on Radon Concrete. — Baoshan Huang, Guogiang Li, Su- Strand Board. — Wilfred H. Thomas; 16(4), Concentrations. — Robert A. Brounstein and Seng Pang, and John Eggers; 16(3), 187-94 341-8 (2004). William H. Johnson; 16(6), 646-9 (2004). (2004). JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 659 Crumb Rubber-Bitumen Interactions: Diffusion of Cathodic Protection of Reinforcing Steel in Con- Temperature effects Bitumen into Rubber. — Panagiotis Frantzis: crete Using Conductive-Polymer System. — Assessment of Fire-Damaged Mortar Using Digital 16(4), 387-90 (2004). Andres A. Torres-Acosta, Rajan Sen, and Miguel Image Process. — Deng-Fong Lin, Her-Yung Sampling Martinez-Madrid: 16(4), 315-21 (2004). Wang. and Huan-Lin Luo: 16(4), 383-6 (2004). Effect of Aggregate Angularity on Base Material Comparison of Bond Strength of Steel Bars in Tensile strength Properties. — Vincent Janoo, Jack J. Bayer, Jr.. Normal- and High-Strength Concrete. — M. H. Mechanical Characteristics of Axially Restrained and ChristopherC . Benda; 16(6), 614-22 (2004). Harajli: 16(4), 365-74 (2004). Concrete Specimens at Early Ages. — Eun-Ik Seismic analysis Steel cables Yang, Seong-Tae Yi, and Hyun-Jong Lee: 16(1), Constitutive Model for Confined High Strength Environmental Factors Affecting Corrosion of Gal- 35-44 (2004). Concrete Subjected to Cyclic Loading. — vanized Steel Wires. — Keita Suzumura and Development of a Direct Tensile Test for Com- Weena P. Lokuge, J. G. Sanjayan, and Sujeeva Shun-ichi Nakamura: 16(1), 1-7 (2004). pacted Earth Blocks Reinforced with Natural Setunge: 16/4), 297-305 (2004). Stiffness Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Shear strength Discrete Element Modeling to Predict the Modulus Kh. Ghavami: 16(1), 95-8 (2004). Properties of Polymer Concrete Using Fly Ash. — of Asphalt Concrete Mixtures. — Z. You and W. Textiles K. S. Rebeiz. S. P. Serhal, and A. P. Craft: 16(1). G. Buttlar: 16(2), 140-6 (2004). Bond Characteristics of Carbon, Alkali Resistant 15-9 (2004). Influence of Asphalt Mixture Stiffness on Fatigue Glass, and Aramid Textiles in Mortar. — Shilang Effect of Aggregate Angularity on Base Material Failure. — Robert Lundstrom, Hervé Di Bene- Xu. Markus Kruger, Hans-Wolf Reinhardt, and Properties. — Vincent Janoo, Jack J. Bayer, Jr.. detto, and Ulf Isacsson: 16(6), 516-25 (2004). Josko Ozbolt: 16(4), 356-64 (2004). and ChristopherC . Benda: 16/6), 614-22 (2004). Strain distribution Thailand Shear stress Influence of Asphalt Mixture Stiffness on Fatigue Utilization of Palm Oil Fuel Ash in High-Strength Theoretical Analysis of Time-Dependence and Failure. — Robert Lundstrom, Hervé Di Bene- Concrete. — Vanchai Sata, Chai Jaturapitakkul. Thixotropy of Fluidity for High Fluidity detto, and Ulf Isacsson: 16(6), 516-25 (2004). and Kraiwood Kiattikomol: 16(6), 623-8 (2004). Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Strain rate Thermal analysis Yasuo Tanigawa: 16(3), 247-56 (2004). Impact Response of Steel Fiber-Reinforced Con- Mineralogy of Soil Susceptible to Sulfate Attack Shrinkage crete Using a Split Hopkinson Pressure Bar. — after Stabilization. — Lan Wang, Amitava Roy, Mechanical Characteristics of Axially Restrained T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Roland Tittsworth, and Roger K. Seals: 16/4), Concrete Specimens at Early Ages. — Eun-Ik Strength 375-82 (2004). Yang. Seong-Tae Yi, and Hyun-Jong Lee: 16(1). Mechanical Properties and Strength of Aged Cast Thermal insulation 35-44 (2004). Iron Water Pipes. — Michael V. Seica and Jef- Thermal Conductivity of Clay Bricks. — Michele Simple shear tests frey A. Packer: 16(1), 69-77 (2004). Dondi, Francesca Mazzanti, Paolo Principi. Linear and Nonlinear Viscoelastic Analysis of the Carbonation-Porosity-Strength Model for Fly Ash Mariarosa Raimondo, and Giorgio Zanarini: Microstructure of Asphalt Concretes. — A. R. Concrete. — Cengiz Duran Atis: 16(1), 91-4 16(1), 8-14 (2004). Abbas, A. T. Papagiannakis, and E. A. Masad: (2004). Fiber-Cement Extrudates with Perlite Subjected to 16(2), 133-9 (2004). Stress analysis High Temperatures. — Zongjin Li, Xiangming Slabs Bending-Punching Shear Interaction in an Oriented Zhou, and Bin Shen; 16(3), 221-9 (2004). Fatigue Characteristics of Asphalt Concrete from Strand Board. — Wilfred H. Thomas: 16/4). Potential Use of Volcanic Pumice as a Construction Asphalt Slab Tests. — Yongqi Li and John B. 341-8 (2004). Material. — Khandaker M. Anwar Hossain: Metcalf; 16(4), 306-14 (2004). Stress strain curves 16(6), 573-7 (2004). Slag Stress-Strain Curves for High Strength Concrete at Thermal properties Steel Slag—lIts Production, Processing, Character- Elevated Temperatures. — Fu-Ping Cheng. V. K. Permeable Porosity and Thermal Conductivity of istics, and Cementitious Properties. — Caijun R. Kodur, and Tien-Chih Wang: 16(1), 84-90 Construction Materials. — B. Bhattacharjee and Shi; 16(3), 230-6 (2004). (2004). S. Krishnamoorthy; 16(4), 322-30 (2004). Soil stabilization Stripping Thermodynamics Mineralogy of Soil Susceptible to Sulfate Attack Effects of Crack Width and Permeability on Thermodynamic Framework for the Constitutive after Stabilization. — Lan Wang. Amitava Roy, Moisture-Induced Damage of Pavements. — Roland Tittsworth, and Roger K. Seals: 16/4), Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun Modeling of Asphalt Concrete: Theory and Applications. — J. Murali Krishnan and K. R. 375-82 (2004). Young: 16(3), 276-82 (2004). Rajagopal: 16(2), 155-66 (2004). Splitting Subgrades Comparison of Bond Strength of Steel Bars in Effect of Aggregate Angularity on Base Material Ties Normal- and High-Strength Concrete. — M. H. Properties. — Vincent Janoo, Jack J. Bayer, Jr., Performance of Corrugated Metal Ties for Brick Harajli: 16(4), 365-74 (2004). and ChristopherC . Benda: 16(6), 614-22 (2004). Veneer Wall Systems. — Young-Hwan Choi and Stability Temperature James M. LaFave: 16(3), 202-11 (2004). Prediction of Hot Mix Asphalt Stability Using the Stress-Strain Curves for High Strength Concrete at Time dependence Superpave Gyratory Compactor. — Samer Des- Elevated Temperatures. — Fu-Ping Cheng. V. K. Theoretical Analysis of Time-Dependence and souky, Eyad Masad, and Fouad Bayomy: 16/6). R. Kodur, and Tien-Chih Wang: 16(1), 84-90 Thixotropy of Fluidity for High Fluidity 578-87 (2004). (2004). Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Statistical analysis Application of a Temperature Dependent Visco- Yasuo Tanigawa: 16(3), 247-56 (2004). Reanalysis of Thickness Loss Data for Weathering plastic Hierarchical Single Surface Model for Tires Steel. — Richard H. McCuen and Pedro Asphalt Mixtures. — Baoshan Huang, Louay N. Investigation into Waste Tire Rubber-Filled Albrecht; 16(3), 237-46 (2004). Mohammad, and G. Wije Wathugala: 16(2). Concrete. — Baoshan Huang, Guogiang Li, Su- Steel 147-54 (2004). Seng Pang. and John Eggers; 16(3), 187-94 Impact Response of Steel Fiber-Reinforced Con- Yield Model of High Fluidity Concrete in Fresh (2004). crete Using a Split Hopkinson Pressure Bar. — State. — Zhuguo Li, Taka-aki Ohkubo, and Crumb Rubber-Bitumen Interactions: Diffusion of T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Yasuo Tanigawa: 16(3). 195-201 (2004). Bitumen into Rubber. — Panagiotis Frantzis: Steel Slag—tIts Production, Processing, Character- Fiber-Cement Extrudates with Perlite Subjected to 16(4), 387-90 (2004). istics, and Cementitious Properties. — Caijun High Temperatures. — Zongjin Li, Xiangming Triaxial tests Shi; 16(3). 230-6 (2004). Zhou, and Bin Shen; 16(3), 221-9 (2004). Linear and Nonlinear Viscoelastic Analysis of the Reanalysis of Thickness Loss Data for Weathering Performance of Brick Aggregate Concrete at High Microstructure of Asphalt Concretes. — A. R. Steel. — Richard H. McCuen and Pedro Temperatures. — Fouad M. Khalaf and Alan S. Abbas, A. T. Papagiannakis, and E. A. Masad: Albrecht; 16(3), 237-46 (2004). DeVenny: 16(6), 556-65 (2004). 16(2), 133-9 (2004). 660 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Underground structures Viscoplasticity Polyethylene Composites. —- Thomas Lundin, Influence of Fiber-Reinforced Concrete on Radon Linear and Nonlinear Viscoelastic Analysis of the Steven M. Cramer, Robert H. Falk, and Colin Concentrations. — Robert A. Brounstein and Microstructure of Asphalt Concretes. — A. R. Felton; 16(6), 547-55 (2004). William H. Johnson; 16(6), 646-9 (2004). Abbas, A. T. Papagiannakis, and E. A. Masad: Wood Underwater structures 16(2), 133-9 (2004). Performance of Corrugated Metal Ties for Brick Freeze-Thaw Resistance of Fiber-Reinforced Poly- Application of a Temperature Dependent Visco- Veneer Wall Systems. — Young-HwaChno i and mer Composites Adhesive Bonds with Under- plastic Hierarchical Single Surface Model for James M. LaFave: 16(3), 202-11 (2004), water Curing Epoxy. — Roberto Lopez-Anido, Asphalt Mixtures. — Baoshan Huang, Louay N Wood floors Antonis P. Michael, and Thomas C. Sandford; Mohammad, and G. Wije Wathugala: 16(2). Bending-Punching Shear Interaction in an Oriented 16(3), 283-6 (2004). 147-54 (2004). Strand Board Wilfred H. Thomas; 16/4). Veneers Viscosity 341-8 (2004) Performance of Corrugated Metal Ties for Brick Flow Performance of High-Fluidity Concrete. Wood products Veneer Wall Systems. — Young-Hwan Choi and Zhuguo Li, Taka-aki Ohkubo, and Yasuo Accelerated Weathering of Natural Fiber-Filled James M. LaFave: 16(3), 202-11 (2004). Verification Tanigawa: 16(6), 588-96 (2004). Polyethylene Composites Thomas Lundin, Long-Term Performance of Epoxy Coated Clay Walls Steven M. Cramer, Robert H. Falk, and Colin Felton: 16(6), 547-55 (2004). Bricks in Sulfuric Acid. — J. Liu and C. Performance of Corrugated Metal Ties for Brick Vipulanandan; 16(4), 349-55 (2004). Veneer Wall Systems. — Young-Hwan Choi and X-ray analysis Viscoelasticity James M. LaFave: 16(3), 202-11 (2004). Mineralogy of Soil Susceptible to Sulfate Attack Linear Viscoelastic Analysis of Asphalt Mastics. — Waste storage after Stabilization Lan Wang. Amitava Roy, Yong-Rak Kim and D. N. Little; 16(2), 122-32 Contaminant Barrier Material Textural Response to Roland Tittsworth, and Roger K. Seals: 16/4), (2004). Interaction with Aqueous Polymers. — John L. 375-82 (2004) Thermodynamic Framework for the Constitutive Daniels and Hilary |. Inyang: 16(3), 265-75 Yield stress Modeling of Asphalt Concrete: Theory and (2004). Yield Model of High Fluidity Concrete in Fresh Applications. — J. Murali Krishnan and K. R. State. Zhuguo Li, Taka-aki Ohkubo, and Rajagopal: 16(2), 155-66 (2004). Water pipelines Yasuo Tanigawa; 16/3), 195-201 (2004) Mechanical Properties and Strength of Aged Cast Linear Rheological Behavior of Bituminous Paving Zinc Iron Water Pipes. — Michael V. Seica and Jef- Materials. — Gordon D. Airey, Behzad Ra- Environmental Factors Affecting Corrosion of Gal- himzadeh, and Andrew C. Collop: 16(3), 212-20 frey A. Packer: 16(1), 69-77 (2004). vanized Steel Wires Keita Suzumura and (2004). Weathering Shun-ichi Nakamura: 16(1), 1-7 (2004) Linear Viscoelastic and Fatigue Characteristics of Reanalysis of Thickness Loss Data for Weathering Cathodic Protection of Reinforcing Steel in Con- Styrene—Butadiene—Styrene Modified Asphalt Steel. — Richard H. McCuen and Pedro crete Using Conductive-Polymer System Mixtures. — Robert Lundstrom and Ulf Albrecht; 16(3), 237-46 (2004). Andres A. Torres-Acosta, Rajan Sen, and Miguel Isacsson; 16(6), 629-38 (2004). Accelerated Weathering of Natural Fiber-Filled Martinez-Madrid: 16/4), 315-21 (2004). JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 661 2004 ANNUAL INDEX Author Index Abbas, A. R. Bayer, Jack J., Jr. Ceriolo, L. Linear and Nonlinear Viscoelastic Analysis of the Effect of Aggregate Angularity on Base Material Mechanical and Nondestructive Testing to Verify Microstructure of Asphalt Concretes. — A. R. Properties. — Vincent Janoo, Jack J. Bayer, Jr., the Effectiveness of Composite Strengthening Abbas, A. T. Papagiannakis, and E. A. Masad; and Christopher C. Benda; 16(6), 614-22 (2004). on Historical Cast Iron Bridge in Venice, Italy. 16(2), 133-9 (2004). Bayomy, Fouad — F. Bastianini, L. Ceriolo, A. Di Tommaso, and Aiello, M. A. Prediction of Hot Mix Asphalt Stability Using the G. Zaffaroni: 16(5), 407-13 (2004). Cracking and Deformability Analysis of Rein- Superpave Gyratory Compactor. — Samer Des- Chehab, Ghassan R. forced Concrete Beams Strengthened with Ex- souky, Eyad Masad, and Fouad Bayomy: 16(6), Issues Affecting Measurement of the Complex ternally Bonded Carbon Fiber Reinforced Poly- 578-87 (2004). Modulus of Asphalt Concrete. — Jo Sias Daniel, mer Sheets. — M. A. Aiello and L. Ombres: Benda, Christopher C. Ghassan R. Chehab, and Y. Richard Kim: 16/5), 16(5), 392-9 (2004). Effect of Aggregate Angularity on Base Material 469-76 (2004). Airey, Gordon D. Properties. — Vincent Janoo, Jack J. Bayer, Jr.. Chen, Jian-Shiuh Linear Rheological Behavior of Bituminous Paving and Christopher C. Benda; 16(6), 614-22 (2004). Effects of Crack Width and Permeability on Materials. — Gordon D. Airey, Behzad Ra- Bhattacharjee, B. Moisture-Induced Damage of Pavements. — himzadeh, and Andrew C. Collop: 16(3), 212-20 Permeable Porosity and Thermal Conductivity of Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun (2004). Construction Materials. — B. Bhattacharjee and Young; 16(3), 276-82 (2004). Akcay, Burcu S. Krishnamoorthy; 16(4), 322-30 (2004). Variation of In-Place Concrete Core Strength in Cheng, Fu-Ping Structures from Istanbul Area: Statistical Analy- Birgisson, B. Stress-Strain Curves for High Strength Concrete at sis of Concrete Core Data. — Burcu Akcay: Microstructure and Fracture in Asphalt Mixtures Elevated Temperatures. — Fu-Ping Cheng, V. K. 16(5), 507-10 (T) (2004). Using a Boundary Element Approach. -— B. Bir- R. Kodur, and Tien-Chih Wang: 16(1), 84-90 gisson, C. Soranakom, J. A. L. Napier, and R. (2004). Albrecht, Pedro Roque: 16(2), 116-21 (2004). Reanalysis of Thickness Loss Data for Weathering Choi, Young-Hwan Steel. — Richard H. McCuen and Pedro Birgisson, Bjorn Performance of Corrugated Metal Ties for Brick Albrecht; 16(3), 237-46 (2004). Analytical Derivation of Permeability and Numeri- Veneer Wall Systems. — Young-Hwan Choi and cal Simulation of Fluid Flow in Hot-Mix James M. LaFave: 16(3), 202-11 (2004). Al-Omari, Aslam Asphalt. — Eyad Masad, Bjorn Birgisson, Analytical Derivation of Permeability and Numeri- Aslam Al-Omari, and Allen Cooley: 16(5), Claisse, Peter A. cal Simulation of Fluid Flow in Hot-Mix 487-96 (2004). Selection of Cementitious Mixes as a Barrier for Asphalt. — Eyad Masad, Bjorn Birgisson, Landfill Leachate Containment. — Eshmaiel Aslam Al-Omari, and Allen Cooley: 16(5), Bonfiglioli, Barbara Ganjian, Peter A. Claisse, Mark Tyrer, and Alan 487-96 (2004). Dynamic Testing of Reinforced Concrete Beams Atkinson; 16(5), 477-86 (2004). Damaged and Repaired with Fiber Reinforced Altoubat, Salah A. Polymer Sheets. — Barbara Bonfiglioli, Gio- Cline, Daren B. H. Fracture of Plain and Fiber-Reinforced Concrete vanni Pascale, and Sonia Martinez de Mingo: Ternary and Multivariate Quality Control Charts of Slabs under Monotonic Loading. — Jeffery R. 16(5), 400-6 (2004). Aggregate Gradation for Hot Mix Asphalt. — Roesler, David A. Lange, Salah A. Altoubat, Guigin Yang, Daren B. H. Cline, Robert L. Lyt- Klaus-Alexander Rieder, and Gregory R. Brounstein, Robert A. ton, and Dallas N. Little: 16(1), 28-34 (2004). Ulreich: 16(5), 452-60 (2004). Influence of Fiber-Reinforced Concrete on Radon Concentrations. — Robert A. Brounstein and Collop, Andrew C. Anderson, R. Michael William H. Johnson: 16(6), 646-9 (2004). Linear Rheological Behavioro f Bituminous Paving Comparing Superpave Gyratory Compactor Data Materials. — Gordon D. Airey, Behzad Ra- to Field Cores. — Robert L. Peterson, Kamyar Brumfield, Jimmy himzadeh, and Andrew C. Collop; 16(3), 212-20 C. Mahboub, R. Michael Anderson, Eyad Investigation of the Gyration Angle of Superpave (2004). Masad, and Laith Tashman; 16(1), 78-83 (2004). Gyratory Compactors. — M. Shane Buchanan, Jimmy Brumfield, and Richard Sheffield; 16(5), Cooley, Allen Atis, Cengiz Duran 444-51 (2004). Analytical Derivation of Permeability and Numeri- Carbonation-Porosity-Strength Model for Fly Ash Concrete. — Cengiz Duran Atis: 16(1), 91-4 Buchanan, M. Shane cal Simulation of Fluid Flow in Hot-Mix (2004). Investigation of the Gyration Angle of Superpave Asphalt. — Eyad Masad, Bjorn Birgisson, Gyratory Compactors. — M. Shane Buchanan, Aslam Al-Omari, and Allen Cooley; 16(5), Atkinson, Alan Jimmy Brumfield, and Richard Sheffield: 16(5), 487-96 (2004). Selection of Cementitious Mixes as a Barrier for Landfill Leachate Containment. — Eshmaiel 444-51 (2004). Coree, Brian J. Ganjian, Peter A. Claisse, Mark Tyrer, and Alan Buttlar, W. G. Constitutive Model for High Density Polyethylene Atkinson; 16(5), 477-86 (2004). Discrete Element Modeling to Predict the Modulus Material: Systematic Approach. — Muhannad T. of Asphalt Concrete Mixtures. — Z. You and W. Suleiman and Brian J. Coree: 16(6), 511-5 Bastianini, F. G. Buttlar; 16(2), 140-6 (2004) (2004). Mechanical and Nondestructive Testing to Verify the Effectiveness of Composite Strengthening Cebon, D. Craft, A. P. on Historical Cast Iron Bridge in Venice, Italy. Micromechanical Modeling of Steady-State Defor- Properties of Polymer Concrete Using Fly Ash. — — F. Bastianini, L. Ceriolo, A. Di Tommaso, and mation in Asphalt. — V. S. Deshpande and D. K. S. Rebeiz, S. P. Serhal, and A. P. Craft; 16(1). G. Zaffaroni; 16(5), 407-13 (2004). Cebon; 16(2), 100-6 (2004). 15-9 (2004). 662 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 Cramer, Steven M. Falk, Robert H. Harajli, M. H. Accelerated Weathering of Natural Fiber-Filled Accelerated Weathering of Natural Fiber-Filled Comparison of Bond Strength of Steel Bars in Polyethylene Composites. — Thomas Lundin, Polyethylene Composites. — Thomas Lundin, Normal- and High-Strength Concrete. — M. H Steven M. Cramer, Robert H. Falk, and Colin Steven M. Cramer, Robert H. Falk, and Colin Harajli; 16(4), 365-74 (2004). Felton; 16(6), 547-55 (2004). Felton; 16(6), 547-55 (2004). Hartman, A. M. Dai, Qingli Felton, Colin Evaluating Four-Point Bend Fatigue of Asphalt Microstructural Simulation of Asphalt Materials: Accelerated Weathering of Natural Fiber-Filled Mix Using Image Analysis A. M. Hartman Modeling and Experimental Studies. — Martin Polyethylene Composites. — Thomas Lundin. and M. D. Gilchrist: 16(1), 60-8 (2004). H. Sadd, Qingli Dai, Venkitanarayanan Steven M. Cramer, Robert H. Falk, and Colin Hooper, F Parameswaran, and Arun Shukla; 16(2), 107-15 Felton; 16(6), 547-55 (2004). Gradation Control of Bottom Ash Aggregate in Su- (2004). perpave Bituminous Mixes. — V. O. Ogunro, H Feng, Maria Q. Daniel, Jo Sias I. Inyang, F Hooper. D. Young, and A. Oturkar: Application of Neural Networks for Estimation of Issues Affecting Measurement of the Complex 1616), 604-13 (2004) Concrete Strength. — Jong-In Kim, Doo Kie Modulus of Asphalt Concrete. — Jo Sias Daniel. Kim, Maria Q. Feng, and Frank Yazdani: 16(3), Hossain, Khandaker M. Anwar Ghassan R. Chehab, and Y. Richard Kim: 16(5), 257-64 (2004). Potential Use of Volcanic Pumice as a Construction 469-76 (2004). Material. Khandaker M. Anwar Hossain: Daniels, John L. Frantzis, Panagiotis 1616), 573-7 (2004) Contaminant Barrier Material Textural Response to Crumb Rubber-Bitumen Interactions: Diffusion of Huang, Baoshan Interaction with Aqueous Polymers. — John L. Bitumen into Rubber. — Panagiotis Frantzis: Application of a Temperature Dependent Visco- Daniels and Hilary |. Inyang: 16(3), 265-75 16(4), 387-90 (2004). plastic Hierarchical Single Surface Model for (2004). Ganjian, Eshmaiel Asphalt Mixtures Baoshan Huang, Louay N Deshpande, V. S. Selection of Cementitious Mixes as a Barrier for Mohammad, and G. Wije Wathugala; 16(2). Micromechanical Modeling of Steady-State Defor- Landfill Leachate Containment. — Eshmaiel 147-54 (2004) mation in Asphalt. — V. S. Deshpande and D. Ganjian, Peter A. Claisse, Mark Tyrer, and Alan Investigation into Waste Tire Rubber-Filled Cebon; 16(2), 100-6 (2004). Atkinson; 16(5), 477-86 (2004). Concrete Baoshan Huang, Guogiang Li. Su- Dessouky, Samer Garavaglia, Elsa Seng Pang, and John Eggers: 16(3), 187-94 (2004). Prediction of Hot Mix Asphalt Stability Using the Reliability of Porous Maierials: Two Stochastic Superpave Gyratory Compactor. — Samer Des- Approaches. — Elsa Garavaglia, Angela Gianni, Inyang, H. I. souky, Eyad Masad, and Fouad Bayomy: 16/6), and Chiara Molina; 16(5), 419-26 (2004). Gradation Control of Bottom Ash Aggregate in Su- 578-87 (2004). perpave Bituminous Mixes. — V. O. Ogunro, H Ghaly, Ashraf M. I. Inyang, F Hooper, D. Young. and A. Oturkar: DeVenny, Alan S. Compression and Deformation Performance of 1616). 604-13 (2004). Recycling of Demolished Masonry Rubble as Concrete Containing Postconsumer Plastics. — Coarse Aggregate in Concrete: Review. — Ashraf M. Ghaly and Michael S. Gill: 16/4), Inyang, Hilary IL. Fouad M. Khalaf and Alan S. DeVenny: 16/4), 289-96 (2004). Contaminant Barrier Material Textural Response to 331-40 (2004). Interaction with Aqueous Polymers. John L Performance of Brick Aggregate Concrete at High Ghavami, Kh. Daniels and Hilary |. Inyang: 16(3), 265-75 Temperatures. — Fouad M. Khalaf and Alan S. Development of a Direct Tensile Test for Com- (2004). DeVenny; 16(6), 556-65 (2004). pacted Earth Blocks Reinforced with Natural Isacsson, Ulf Fibers. — A. Mesbah, J.C. Morel, P. Walker, and Di Benedetto, Herve Influence of Asphalt Mixture Stiffness on Fatigue Kh. Ghavami; 16(1), 95-8 (2004). Influence of Asphalt Mixture Stiffness on Fatigue Failure. Robert Lundstrom, Herve Di Bene- Failure. — Robert Lundstrom, Herve Di Bene- Gianni, Angela detto, and Ulf Isacsson: 16(6), 516-25 (2004) detto, and Ulf Isacsson; 16(6), 516-25 (2004). Reliability of Porous Materials: Two Stochastic Linear Viscoelastic and Fatigue Characteristics of Approaches. — Elsa Garavaglia, Angela Gianni, Styrene—Butadiene—Styrene Modified Asphalt Dietrich, B. and Chiara Molina; 16(5), 419-26 (2004). Mixtures Robert Lundstrom and Ulf Methodology for Random Surface-Initiated Crack Isacsson: 16(6), 629-38 (2004) Growth Prediction in Asphalt Pavements. — M. Gilchrist, M. D. W. Kumara, M. Gunaratne, J. J. Lu, and B. Evaluating Four-Point Bend Fatigue of Asphalt Janoo, Vincent Dietrich; 16(2), 175-85 (2004). Mix Using Image Analysis. — A. M. Hartman Effect of Aggregate Angularity on Base Material Di Tommaso, A. and M. D. Gilchrist; 16(1), 60-8 (2004). Properties. — Vincent Janoo, Jack J. Bayer, Jr.. and Christopher C. Benda; 16(6), 614-22 (2004) Mechanical and Nondestructive Testing to Verify Gill, Michael S. the Effectiveness of Composite Strengthening Compression and Deformation Performance of Jaturapitakkul, Chai on Historical Cast Iron Bridge in Venice, Italy. Concrete Containing Postconsumer Plastics. — Utilization of Palm Oil Fuel Ash in High-Strength — F. Bastianini, L. Ceriolo, A. Di Tommaso, and Ashraf M. Ghaly and Michael S. Gill; 16(4), Concrete. — Vanchai Sata, Chai Jaturapitakkul., G. Zaffaroni; 16(5), 407-13 (2004). 289-96 (2004). and Kraiwood Kiattikomol: 16(6), 623-8 (2004). Dondi, Michele Gongalves da Silva, M. A. Johnson, William H. Thermal Conductivity of Clay Bricks. — Michele Influence of Environmental Aging on Properties of Influence of Fiber-Reinforced Concrete on Radon Dondi, Francesca Mazzanti, Paolo Principi, Concentrations Robert A. Brounstein and Mariarosa Raimondo, and Giorgio Zanarini: Polymeric Mortars. — M. A. Gongalves da William H. Johnson: 16/6), 646-9 (2004) Silva: 16(5), 461-8 (2004). 16(1), 8-14 (2004). Kanda, Tetsushi Errata for *“Thermal Conductivity of Clay Bricks”. Grubb, Dennis G. Multiple Cracking and Fiber Bridging Characteris- — Michele Dondi, Francesca Mazzanti, Paolo Select Engineering Characteristics of Crushed tics of Engineered Cementitious Composites Principi, Mariarosa Raimondo, and Giorgio Glass. — Joseph Wartman, Dennis G. Grubb, under Fatigue Flexure Peerapong Suthiwara- Zanarini; 16(3), 287 (2004). and A. S. M. Nasim; 16(6), 526-39 (2004). pirak, Takashi Matsumoto, and Tetsushi Kanda: Eggers, John Gunaratne, M. 16(5), 433-43 (2004). Investigation into Waste Tire Rubber-Filled Methodology for Random Surface-Initiated Crack Katz, Amnon Concrete. — Baoshan Huang, Guogiang Li, Su- Growth Prediction in Asphalt Pavements. — M. Treatments for the Improvement of Recycled Seng Pang, and John Eggers; 16(3), 187-94 W. Kumara, M. Gunaratne, J. J. Lu, and B. Aggregate. Amnon Katz: 16(6), 597-603 (2004). Dietrich; 16(2), 175-85 (2004). (2004). JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004 / 663 Khalaf, Fouad M. Li, Guogiang Lu, J. J. Recycling of Demolished Masonry Rubble as Investigation into Waste Tire Rubber-Filled Methodology for Random Surface-Initiated Crack Coarse Aggregate in Concrete: Review. — Concrete. — Baoshan Huang, Guogiang Li, Su- Growth Prediction in Asphalt Pavements. — M. Fouad M. Khalaf and Alan S. DeVenny; 16/4). Seng Pang, and John Eggers: 16(3), 187-94 W. Kumara, M. Gunaratne, J. J. Lu, and B. 331-40 (2004). (2004). Dietrich; 16(2), 175-85 (2004). Performance of Brick Aggregate Concrete at High Li, Yongqi Lundin, Thomas Temperatures. — Fouad M. Khalaf and Alan S. Fatigue Characteristics of Asphalt Concrete from Accelerated Weathering of Natural Fiber-Filled DeVenny: 16/6), 556-65 (2004). Asphalt Slab Tests. — Yongqi Li and John B. Polyethylene Composites. — Thomas Lundin, Kiattikomol, Kraiwood Metcalf; 16(4), 306-14 (2004). Steven M. Cramer, Robert H. Falk, and Colin Utilization of Palm Oil Fuel Ash in High-Strength Felton: 16(6), 547-55 (2004). Li, Zhuguo Concrete. — Vanchai Sata, Chai Jaturapitakkul., Lundstrom, Robert Yield Model of High Fluidity Concrete in Fresh and Kraiwood Kiattikomol: 16(6), 623-8 (2004). Influence of Asphalt Mixture Stiffness on Fatigue State. — Zhuguo Li, Taka-aki Ohkubo, and Kim, Doo Kie Yasuo Tanigawa: 16(3), 195-201 (2004). Failure. — Robert Lundstrom, Herve Di Bene- Application of Neural Networks for Estimation of Theoretical Analysis of Time-Dependence and detto, and Ulf Isacsson: 16(6), 516-25 (2004). Concrete Strength. — Jong-In Kim, Doo Kie Thixotropy of Fluidity for High Fluidity Lundstrom, Robert Kim, Maria Q. Feng, and Frank Yazdani; 16(3), Concrete. — Zhuguo Li, Taka-aki Ohkubo, and Linear Viscoelastic and Fatigue Characteristics of 257-64 (2004). Yasuo Tanigawa: 16(3), 247-56 (2004). Styrene—Butadiene—Styrene Modified Asphalt Kim, Jong-In Flow Performance of High-Fluidity Concrete. — Mixtures. — Robert Lundstrom and Ulf Application of Neural Networks for Estimation of Zhuguo Li, Taka-aki Ohkubo, and Yasuo Isacsson: 16(6), 629-38 (2004). Concrete Strength. — Jong-In Kim, Doo Kie Tanigawa: 16(6), 588-96 (2004). Luo, Huan-Lin Kim. Maria Q. Feng, and Frank Yazdani; 16(3). Li, Zongjin Assessment of Fire-Damaged Mortar Using Digital 257-64 (2004). Fiber-Cement Extrudates with Perlite Subjected to Image Process. — Deng-Fong Lin, Her-Yung Wang, and Huan-Lin Luo: 16(4), 383-6 (2004). Kim, Y. Richard High Temperatures. — Zongjin Li, Xiangming Issues Affecting Measurement of the Complex Zhou, and Bin Shen: 16(3), 221-9 (2004). Lytton, Robert L. Modulus of Asphalt Concrete. — Jo Sias Daniel. Lin, Deng-Fong Ternary and Multivariate Quality Control Charts of Ghassan R. Chehab, and Y. Richard Kim: 16(5), Assessment of Fire-Damaged Mortar Using Digital Aggregate Gradation for Hot Mix Asphalt. — 469-76 (2004). Image Process. — Deng-Fong Lin, Her-Yung Guigin Yang, Daren B. H. Cline, Robert L. Lyt- ton, and Dallas N. Little: 16(1), 28-34 (2004). Kim, Yong-Rak Wang, and Huan-Lin Luo; 16(4), 383-6 (2004). Linear Viscoelastic Analysis of Asphalt Mastics. — Lin, Kuei-Yi Mahboub, Kamyar C. (Y2o0n0g4)-.R ak Kim and D. N. Little: 16(2), 122-32 Effects of Crack Width and Permeability on Comtpo arFiienlgd CSoruepse.r pa—v e RoGbyerratt orL.y PeCtoemrpsoanc,t oKra mDyaatra Moisture-Induced Damage of Pavements. — C. Mahboub, R. Michael Anderson, Eyad Kodur, V. K. R. Jian-Shiuh Chen, Kuei-Yi Lin, and Sian-Yun Masad, and Laith Tashman; 16(1), 78-83 (2004). Stress-Strain Curves for High Strength Concrete at Young: 16(3), 276-82 (2004). Martinez de Mingo, Sonia Elevated Temperatures. — Fu-Ping Cheng. V. K. Little, D. N. Dynamic Testing of Reinforced Concrete Beams R. Kodur, and Tien-Chih Wang: 16(1), 84-90 Linear Viscoelastic Analysis of Asphalt Mastics. — Damaged and Repaired with Fiber Reinforced (2004). Yong-Rak Kim and D.N. Little: 16(2), 122-32 Polymer Sheets. — Barbara Bonfiglioli, Gio- Krishnamoorthy, S. (2004). vanni Pascale, and Sonia Martinez de Mingo: Permeable Porosity and Thermal Conductivity of Little, Dallas N. 16(5), 400-6 (2004). Construction Materials. — B. Bhattacharjee and Ternary and Multivariate Quality Control Charts of Martinez-Madrid, Miguel S. Krishnamoorthy; 16(4), 322-30 (2004). Aggregate Gradation for Hot Mix Asphalt. — Cathodic Protection of Reinforcing Steel in Con- Kruger, Markus Guigin Yang, Daren B. H. Cline, Robert L. Lyt- crete Using Conductive-Polymer System. — Bond Characteristics of Carbon, Alkali Resistant ton, and Dallas N. Little; 16(1), 28-34 (2004). Andrés A. Torres-Acosta, Rajan Sen, and Miguel Glass, and Aramid Textiles in Mortar. — Shilang Martinez-Madrid: 16(4), 315-21 (2004). Liu, Chiu Xu. Markus Kruger, Hans-Wolf Reinhardt. and Temperature Field of Mass Concrete in a Pipe Masad., E. A. Josko Ozbolt: 16(4). 356-64 (2004). Lattice. — Chiu Liu: 16(5), 427-32 (2004). Linear and Nonlinear Viscoelastic Analysis of the Kumara, M. W. Microstructure of Asphalt Concretes. — A. R. Methodology for Random Surface-Initiated Crack Liu, J. Abbas, A. T. Papagiannakis, and E. A. Masad: Growth Prediction in Asphalt Pavements. — M. Long-Term Performance of Epoxy Coated Clay 16(2), 133-9 (2004). W. Kumara, M. Gunaratne, J. J. Lu, and B. Bricks in Sulfuric Acid. — J. Liu and C. Dietrich: 16(2), 175-85 (2004). Vipulanandan: 16(4), 349-55 (2004). Masad, Eyad Comparing Superpave Gyratory Compactor Data LaFave, James M. Lok, T. S. to Field Cores. — Robert L. Peterson, Kamyar Performance of Corrugated Metal Ties for Brick Impact Response of Steel Fiber-Reinforced Con- C. Mahboub, R. Michael Anderson, Eyad Veneer Wall Systems. — Young-Hwan Choi and crete Using a Split Hopkinson Pressure Bar. — Masad, and Laith Tashman: 16(1), 78-83 (2004). James M. LaFave: i6(3), 202-11 (2004). T. S. Lok and P. J. Zhao: 16(1), 54-9 (2004). Advances in Microstructure Characterization, Mi- Lange, David A. Lokuge, Weena P. cromechanics, and Constitutive Modeling of Fracture of Plain and Fiber-Reinforced Concrete Constitutive Model for Confined High Strength Hot Mix Asphalt. — Eyad Masad and Louay Mohammad; 16(2), 99 (2004). Slabs under Monotonic Loading. — Jeffery R. Concrete Subjected to Cyclic Loading. — Analytical Derivation of Permeability and Numeri- Roesler, David A. Lange, Salah A. Altoubat, Weena P. Lokuge, J. G. Sanjayan, and Sujeeva cal Simulation of Fluic Flow in Hot-Mix Klaus-Alexander Rieder, and Gregory R. Setunge: 16(4), 297-305 (2004). Asphalt. — Eyad Masad, Bjorn Birgisson, Ulreich; 16(5), 452-60 (2004). Lopez-Anido, Roberto Aslam Al-Omari, and Allen Cooijey: 16(5). Lee, Hyun-Jong Freeze-Thaw Resistance of Fiber-Reinforced Poly- 487-96 (2004). Mechanical Characteristics of Axially Restrained mer Composites Adhesive Bonds with Under- Prediction of Hot Mix Asphalt Stability Using the Concrete Specimens at Early Ages. — Eun-Ik water Curing Epoxy. — Roberto Lopez-Anido, Superpave Gyratory Compactor. — Samer Des- Yang. Seong-Tae Yi, and Hyun-Jong Lee: 16/1). Antonis P. Michael, and Thomas C. Sandford: souky, Eyad Masad, and Fouad Bayomy: 16(6), 35-44 (2004). 16(3), 283-6 (2004). 578-87 (2004). 664 / JOURNAL OF MATERIALS IN CIVIL ENGINEERING © ASCE / NOVEMBER/DECEMBER 2004