{"id":78734,"date":"2024-10-17T18:24:57","date_gmt":"2024-10-17T18:24:57","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411049-2010\/"},"modified":"2024-10-24T19:37:56","modified_gmt":"2024-10-24T19:37:56","slug":"asce-9780784411049-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411049-2010\/","title":{"rendered":"ASCE 9780784411049 2010"},"content":{"rendered":"
GSP 203 contains 73 papers presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Asphalt Paving Materials Characterization and Modeling Accelerated Laboratory Polishing Device for Hot Mix Asphalt <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Effect of Aggregate and Asphalt on Pavement Skid Resistance Evolution <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | Development of a New Moisture Conditioning Procedure for Bitumen Stabilized Materials <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | A Method to Build a Practical Dynamic Modulus Testing Protocol <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Test Method and Performance of Fire-Retardant Modified Asphalt Used in Road Tunnel <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Resilient Modulus Characteristics of Varying Percent of Reclaimed Asphalt Pavement <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Evaluation of Gradation of RAP Based on Fractal Theory <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Evaluation of Cracking Resistance of Recycled Asphalt Mixture Using Semi-Circular Bending Test <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | Deformation Characteristics of Asphaltic Concrete in Uniaxial Compression <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | Impact of Different Extraction Recovery Method on Allowable Percentage of Reclaimed Asphalt Pavement (RAP) <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Determining Compaction Temperatures Based on Asphalt Mixtures Test <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | Laboratory Evaluation of Effects of Joint Heater on Longitudinal Joint <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Shanghai Experience with Warm Mix Asphalt <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Linear Viscoelastic Behaviour and Anisotropy of Bituminous Mixture Compacted with a French Wheel Compactor <\/td>\n<\/tr>\n | ||||||
127<\/td>\n | Deformation Prediction of Asphalt Mixtures under Repeated Load Base on Viscoelastic Mechanical Model <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | Evaluation of Micromechanical Models for Predicting Dynamic Modulus of Asphalt Mixtures <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Formulization of Asphalt Concrete Stiffness for Specific Microstructures Based on Discrete Element Method <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | A Microstructure-Based Approach for Simulating Viscoelastic Behaviors of Asphalt Mixtures <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Concrete Pavement Technology Research and Application of Recycled Aggregate Concrete <\/td>\n<\/tr>\n | ||||||
180<\/td>\n | Study of the Mechanical Properties of Iowa Concrete Pavement for Use in the Mechanistic-Empirical Pavement Design Guide (MEPDG) <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | Comparison of Portland Cement Concrete CTE Calculation Protocols <\/td>\n<\/tr>\n | ||||||
195<\/td>\n | Mix Design of Cement-Stabilized Recycled Aggregate Base Course Material <\/td>\n<\/tr>\n | ||||||
204<\/td>\n | Study on Performance and Application of High Performance Pavement Portland Cement Concrete <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Influence of the Micro-Gradation of Fly Ash and Slag on the Properties of Cement Mortar <\/td>\n<\/tr>\n | ||||||
220<\/td>\n | Dynamic Pavement-Vehicle Interaction of Rigid Pavement Resting on Two-Parameter Soil Medium <\/td>\n<\/tr>\n | ||||||
226<\/td>\n | Bearing Capacity Evaluation of Ultra Thin Reinforced Concrete Pavement Sections through Accelerated Pavement Testing and Modeling in South Africa <\/td>\n<\/tr>\n | ||||||
238<\/td>\n | Comparison and Analysis Method for Identifying the Voids beneath Concrete Pavement <\/td>\n<\/tr>\n | ||||||
245<\/td>\n | Estimation of Cement Concrete Pavement Slab Void Ratio Based on FAHP Method <\/td>\n<\/tr>\n | ||||||
251<\/td>\n | Pavement Base Materials Evaluation of a New Generation of Asphalt Treated Mixtures <\/td>\n<\/tr>\n | ||||||
259<\/td>\n | Permanent Deformation Analysis on Various Base Materials under Accelerated Pavement Testing <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Laboratory Evaluation of Physical and Mechanical Properties of Recycled Asphalt Pavement <\/td>\n<\/tr>\n | ||||||
275<\/td>\n | Field Evaluation of Recycled Pavement Materials at MnROAD <\/td>\n<\/tr>\n | ||||||
281<\/td>\n | Laboratory Investigation of Seasonal Variations in Resilient Modulus of Alaskan Base Course Material <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | Particle Shape, Type, and Amount of Fines and Moisture Affecting Resilient Modulus Behavior of Unbound Aggregates <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | Assessing the Polishing Characteristics of Coarse Aggregates Using Micro-Deval and Imaging System <\/td>\n<\/tr>\n | ||||||
307<\/td>\n | Investigation of Aggregate Packing Using Discrete Element Modeling <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | Laboratory Validation of Coal Dust Fouled Ballast Discrete Element Model <\/td>\n<\/tr>\n | ||||||
325<\/td>\n | Evaluation of the Reinforcement Effect of Geogrids in Pavement Base Using Loaded Wheel Tester (LWT) <\/td>\n<\/tr>\n | ||||||
331<\/td>\n | Utilization of Plastic Wastes for Improving the Sub-Grades in Flexible Pavements <\/td>\n<\/tr>\n | ||||||
338<\/td>\n | Performance Prediction and Moisture Susceptibility of Anisotropic Pavement Foundations <\/td>\n<\/tr>\n | ||||||
346<\/td>\n | Experimental Study on Dredged Material Improvement for Highway Subgrade Soil <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | Air-Soil Relationships for Lime and Cement Stabilized Sub-Grades <\/td>\n<\/tr>\n | ||||||
358<\/td>\n | Stiffness and Strength Based In-Place Evaluation of Compacted Unbound Materials <\/td>\n<\/tr>\n | ||||||
366<\/td>\n | Characterization of Unbound Granular Materials Using Repeated Load CBR and Triaxial Testing <\/td>\n<\/tr>\n | ||||||
375<\/td>\n | Effects of Freeze-Thaw Action and Composition on Compression Strength of WFS-FA-EPS Fills <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | Study on Cement-Treated Yangtze Hydraulic Sand Mixed with Expanded Polystyrenes (EPS) Beads as Backfill Material in Highway Embankments <\/td>\n<\/tr>\n | ||||||
390<\/td>\n | In Situ Testing and Evaluation of Moisture Content in Existing Sub-Grade <\/td>\n<\/tr>\n | ||||||
396<\/td>\n | Influence of Lime on Alluvial Soil Strengthened with Pond Ash and Rice Husk Ash for Construction of Subgrade of Road <\/td>\n<\/tr>\n | ||||||
403<\/td>\n | Pavement Performance and Analysis Sublayer Strength Evaluation with FWD in Semi-Rigid Base Asphalt Pavement Rehabilitation Project <\/td>\n<\/tr>\n | ||||||
409<\/td>\n | Evaluation of Subgrade Modulus for Semi-Rigid Asphalt Pavement Using Deflection Basin Parameter <\/td>\n<\/tr>\n | ||||||
416<\/td>\n | Comparison of FWD and Benkelman Beam in Evaluation of Pavement Structure Capacity <\/td>\n<\/tr>\n | ||||||
423<\/td>\n | Applications of Ground Penetrating Radar to Road Pavement: State of the Art and Novelties <\/td>\n<\/tr>\n | ||||||
431<\/td>\n | Research on Detection to Moisture Content of Flexible Pavement by GPR <\/td>\n<\/tr>\n | ||||||
438<\/td>\n | Improving Pavement Management System by Adding Pavement Preservation Component <\/td>\n<\/tr>\n | ||||||
446<\/td>\n | Cost-Effectiveness Evaluation of Pavement Maintenance Treatments by OPTime <\/td>\n<\/tr>\n | ||||||
452<\/td>\n | Variable Slip Skid Resistance Testing for Road Safety Investigation and Pavement Management <\/td>\n<\/tr>\n | ||||||
458<\/td>\n | The Application of Stepwise Regression in Analyzing Pavement Friction Data <\/td>\n<\/tr>\n | ||||||
464<\/td>\n | Long-Term Field Monitoring of Moisture Variations under Asphalt Pavement with Different Drainable Base Materials <\/td>\n<\/tr>\n | ||||||
471<\/td>\n | Method of Design for Improving the Drainage Layer of Asphalt Pavement <\/td>\n<\/tr>\n | ||||||
479<\/td>\n | Determination of Subgrade Resilient Modulus for Existing Pavement Based on Moisture Condition Coupled with Stress <\/td>\n<\/tr>\n | ||||||
487<\/td>\n | Performance of Pavements with Blast Furnace Base Courses <\/td>\n<\/tr>\n | ||||||
495<\/td>\n | Subgrade Stress Measurements under Heavy Aircraft Gear Loading at FAA National Airport Pavement Test Facility <\/td>\n<\/tr>\n | ||||||
503<\/td>\n | Predicting Rutting of Unbound Aggregate Layers Using Total Void Calculation under Full-Scale Testing at the FAA National Airport Pavement Test Facility <\/td>\n<\/tr>\n | ||||||
511<\/td>\n | The Performance and Economic Benefits of Thick Granular Base for Flexible Pavement Design in Frost Susceptible Regions <\/td>\n<\/tr>\n | ||||||
521<\/td>\n | Numerical Analysis and Geo-Mechanism Study on the Subgrade Cracking Process Based on RFPA <\/td>\n<\/tr>\n | ||||||
528<\/td>\n | The Analysis and Recommended Solutions for Rural Roads in China <\/td>\n<\/tr>\n | ||||||
534<\/td>\n | Bitumen Quality, Pavement LCCA, and Contractor\u2019s Expectations <\/td>\n<\/tr>\n | ||||||
541<\/td>\n | Predicted Pavement Life-Cycle Costing of Surface Maintenance Treatments <\/td>\n<\/tr>\n | ||||||
548<\/td>\n | Effect of Traffic Data Coverage on the M-E PDG Traffic Characterization <\/td>\n<\/tr>\n | ||||||
557<\/td>\n | Study on Pavement Superposition Effects under Multiple Aircraft Tires <\/td>\n<\/tr>\n | ||||||
563<\/td>\n | Analysis of Loading Stresses in Asphalt Overlay on Existing Concrete Pavements Based upon a Simplified Three-Dimensional Model <\/td>\n<\/tr>\n | ||||||
581<\/td>\n | Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads <\/td>\n<\/tr>\n | ||||||
591<\/td>\n | The Rutting Resistant Surface Course Combination for Continuous Uphill Section of Expressway <\/td>\n<\/tr>\n | ||||||
598<\/td>\n | Indexes Author Index A B C D E G H I J <\/td>\n<\/tr>\n | ||||||
599<\/td>\n | K L M N O P Q R S T V W <\/td>\n<\/tr>\n | ||||||
600<\/td>\n | X Y Z <\/td>\n<\/tr>\n | ||||||
602<\/td>\n | Subject Index A B C D E F G H I J L M <\/td>\n<\/tr>\n | ||||||
603<\/td>\n | N P R S T V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Paving Materials and Pavement Analysis<\/b><\/p>\n |