Proceedings of the Second International Conference on Sustainable Construction Materials: Design, Performance, and Application, held in Wuhan, China, October 18<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Cementitious Material Sustainable Road Construction Practice in a Developing Country: A South African Perspective <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | The Use of South African Fe-Mn, Si-Mn, Pt-Converter and Matte-Smelting Furnace Slags in Composite Portland Cement \u2013 First Results <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | Monitoring Early-Age Cracking of Continuously Reinforced Concrete Pavements on the E17 in Ghent (Belgium) <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | New Model for Longitudinal Tracking in Non-Jointed Plain Concrete Pavements <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | Rheological Behavior of Fresh Cement Asphalt Mortar <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Effect of Hydrated Lime on Behavior of Expansive Soil as Subgrade of Flexible Pavement Structural System <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Improvement on Recognition Method of Void beneath Slab Based on Nondestructive Testing Technologies <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | Self-Compacting Concrete Reinforced by Waste Tyre Rubber Particle and Emulsified Asphalt <\/td>\n<\/tr>\n | ||||||
| 116<\/td>\n | Research on the Numerical Simulation Analysis of Slope Stability under Rainfall Infiltration <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | Possible Acceptance of Small Recycled Aggregate Fractions for Concrete Production <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | Analytical Solution of Displacement and Stress in CRCP under Thermal Load <\/td>\n<\/tr>\n | ||||||
| 158<\/td>\n | A Method for Seeking the Domain of Chaboche Model of Cement Concrete Fatigue Damage under High Stress Ratio <\/td>\n<\/tr>\n | ||||||
| 169<\/td>\n | Carbonation Resistance of Concrete Containing Mg(OH)[sub(2)] as a Carbon Immobilizer <\/td>\n<\/tr>\n | ||||||
| 174<\/td>\n | Performances of Electrically Conductive Concrete with Layered Stainless Steel Fibers <\/td>\n<\/tr>\n | ||||||
| 183<\/td>\n | Research on the Reactivity of Metakaolin with Different Grade <\/td>\n<\/tr>\n | ||||||
| 191<\/td>\n | Misalignment of Dowel Bars in Rigid Pavement Joints <\/td>\n<\/tr>\n | ||||||
| 203<\/td>\n | Traffic Capacity of Alps Car Tunnels <\/td>\n<\/tr>\n | ||||||
| 213<\/td>\n | Influence of Microfiber Additive Effect on the Self-healing Behavior of Engineered Cementitious Composites <\/td>\n<\/tr>\n | ||||||
| 225<\/td>\n | Influence of Rubber Powder on the Mechanical Behavior of Engineered Cementitious Composites <\/td>\n<\/tr>\n | ||||||
| 235<\/td>\n | Effect of Limestone Powder on Microstructure of Ternary Cementitious System <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | Bituminous Materials Evaluation of Crumb Tire Rubber Modified Hot Mix Asphalt Concrete in Sudan <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | Test Methods on Binder Selection for Antiskid Surface Applications <\/td>\n<\/tr>\n | ||||||
| 271<\/td>\n | Aging Behavior Characterization of SBS-Modified Asphalt for Recycling Purpose <\/td>\n<\/tr>\n | ||||||
| 286<\/td>\n | Prediction of Tensile Strength of Asphalt Concrete <\/td>\n<\/tr>\n | ||||||
| 298<\/td>\n | Evaluation of Properties of Aged and Recycled Mixture without Extraction and Recovery <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | Ageing Prediction of Porous Asphalt <\/td>\n<\/tr>\n | ||||||
| 327<\/td>\n | Increasing the Service Life of Porous Asphalt with Rejuvenators <\/td>\n<\/tr>\n | ||||||
| 340<\/td>\n | Prediction of Fatigue Life on Road System of Thermal Energy Collector and Release <\/td>\n<\/tr>\n | ||||||
| 357<\/td>\n | Research on Low Temperature Rheological Behavior of Aging Resistant Bitumen and Mixture <\/td>\n<\/tr>\n | ||||||
| 364<\/td>\n | Study on the Application of Coal Tar Pitch in Middle Asphalt Layer of Shanxi Highway Project <\/td>\n<\/tr>\n | ||||||
| 375<\/td>\n | Study of the Thermal Regeneration Process of Ready Mixed Hot Asphalt Mixture Based on Diffusion Theory <\/td>\n<\/tr>\n | ||||||
| 385<\/td>\n | Influence of Volatile Organic Compounds Emission under Different Conditions on Performances of Asphalt <\/td>\n<\/tr>\n | ||||||
| 398<\/td>\n | A Sustainable Maintenance Solution for Porous Asphalt Pavements via Rejuvenation Technology <\/td>\n<\/tr>\n | ||||||
| 415<\/td>\n | Development of a New Type of Prediction Model for Predicting Tyre\/Road Noise <\/td>\n<\/tr>\n | ||||||
| 427<\/td>\n | Characteristic Behavior of Asphalt with SBS and PE <\/td>\n<\/tr>\n | ||||||
| 436<\/td>\n | The Influence of Climate on Libyan Roads Deterioration <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | Rut Resistance of Foamed Warm Mix Asphalt Containing RAP <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Sustainable Construction Materials 2012<\/b><\/p>\n |