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ویرایش: نویسندگان: Erol Tutumluer, Imad L. Al-Qadi, Jorge Prozzi, and Xiang Shu Baoshan Huang سری: Geotechnical special publication 203 ISBN (شابک) : 9780784411049, 0784411042 ناشر: American Society of Civil Engineers سال نشر: 2010 تعداد صفحات: 603 زبان: English فرمت فایل : PDF (درصورت درخواست کاربر به PDF، EPUB یا AZW3 تبدیل می شود) حجم فایل: 34 مگابایت
در صورت تبدیل فایل کتاب Paving materials and pavement analysis : proceedings of the 2010 GeoShanghai International Conference, June 3-5, 2010, Shanghai, China به فرمت های PDF، EPUB، AZW3، MOBI و یا DJVU می توانید به پشتیبان اطلاع دهید تا فایل مورد نظر را تبدیل نمایند.
توجه داشته باشید کتاب مواد روسازی و تجزیه و تحلیل روسازی: مجموعه مقالات کنفرانس بین المللی GeoShanghai 2010، 3-5 ژوئن 2010، شانگهای، چین نسخه زبان اصلی می باشد و کتاب ترجمه شده به فارسی نمی باشد. وبسایت اینترنشنال لایبرری ارائه دهنده کتاب های زبان اصلی می باشد و هیچ گونه کتاب ترجمه شده یا نوشته شده به فارسی را ارائه نمی دهد.
طراحی روسازی و انتخاب مواد روسازی برای زیرساخت های حمل و نقل کارآمد، مقرون به صرفه، بادوام و ایمن مهم است. تجزیه و تحلیل مواد روسازی و روسازی شامل 73 مقاله است که به بررسی خصوصیات، مدلسازی و عملکرد روسازیهای بزرگراه و فرودگاه میپردازد. مقالات این نشریه در کنفرانس بین المللی GeoShanghai 2010 که در شانگهای، چین، 3 تا 5 ژوئن 2010 برگزار شد، ارائه شد.
Pavement design and paving material selection are important for efficient, cost effective, durable, and safe transportation infrastructure. Paving Materials and Pavement Analysis contains 73 papers examining bound and unbound material characterization, modeling, and performance of highway and airfield pavements. The papers in this publication were presented during the GeoShanghai 2010 International Conference held in Shanghai, China, June 3-5, 2010
Content: Accelerated Laboratory Polishing Device for Hot Mix Asphalt --
Effect of Aggregate and Asphalt on Pavement Skid Resistance Evolution --
Development of a New Moisture Conditioning Procedure for Bitumen Stabilized Materials --
A Method to Build a Practical Dynamic Modulus Testing Protocol --
Test Method and Performance of Fire-Retardant Modified Asphalt Used in Road Tunnel --
Resilient Modulus Characteristics of Varying Percent of Reclaimed Asphalt Pavement --
Evaluation of Gradation of RAP Based on Fractal Theory --
Evaluation of Cracking Resistance of Recycled Asphalt Mixture Using Semi-Circular Bending Test --
Deformation Characteristics of Asphaltic Concrete in Uniaxial Compression --
Impact of Different Extraction Recovery Method on Allowable Percentage of Reclaimed Asphalt Pavement (RAP) --
Determining Compaction Temperatures Based on Asphalt Mixtures Test --
Laboratory Evaluation of Effects of Joint Heater on Longitudinal Joint --
Shanghai Experience with Warm Mix Asphalt --
Linear Viscoelastic Behaviour and Anisotropy of Bituminous Mixture Compacted with a French Wheel Compactor --
Deformation Prediction of Asphalt Mixtures under Repeated Load Base on Viscoelastic Mechanical Model --
Evaluation of Micromechanical Models for Predicting Dynamic Modulus of Asphalt Mixtures --
Formulization of Asphalt Concrete Stiffness for Specific Microstructures Based on Discrete Element Method --
A Microstructure-Based Approach for Simulating Viscoelastic Behaviors of Asphalt Mixtures --
Research and Application of Recycled Aggregate Concrete --
Study of the Mechanical Properties of Iowa Concrete Pavement for Use in the Mechanistic-Empirical Pavement Design Guide (MEPDG) --
Comparison of Portland Cement Concrete CTE Calculation Protocols --
Mix Design of Cement-Stabilized Recycled Aggregate Base Course Material --
Study on Performance and Application of High Performance Pavement Portland Cement Concrete --
Influence of the Micro-Gradation of Fly Ash and Slag on the Properties of Cement Mortar --
Dynamic Pavement-Vehicle Interaction of Rigid Pavement Resting on Two-Parameter Soil Medium --
Bearing Capacity Evaluation of Ultra Thin Reinforced Concrete Pavement Sections through Accelerated Pavement Testing and Modeling in South Africa --
Comparison and Analysis Method for Identifying the Voids Beneath Concrete Pavement --
Estimation of Cement Concrete Pavement Slab Void Ratio Based on FAHP Method --
Evaluation of a New Generation of Asphalt Treated Mixtures --
Permanent Deformation Analysis on Various Base Materials under Accelerated Pavement Testing --
Laboratory Evaluation of Physical and Mechanical Properties of Recycled Asphalt Pavement --
Field Evaluation of Recycled Pavement Materials at MnROAD --
Laboratory Investigation of Seasonal Variations in Resilient Modulus of Alaskan Base Course Material --
Particle Shape, Type and Amount of Fines, and Moisture Affecting Resilient Modulus Behavior of Unbound Aggregates --
Assessing the Polishing Characteristics of Coarse Aggregates Using Micro-Deval and Imaging System --
Investigation of Aggregate Packing Using Discrete Element Modeling --
Laboratory Validation of Coal Dust Fouled Ballast Discrete Element Model --
Evaluation of the Reinforcement Effect of Geogrids in Pavement Base Using Loaded Wheel Tester (LWT) --
Utilization of Plastic Wastes for Improving the Sub-Grades in Flexible Pavements --
Performance Prediction and Moisture Susceptibility of Anisotropic Pavement Foundations --
Experimental Study on Dredged Material Improvement for Highway Subgrade Soil --
Air-Soil Relationships for Lime and Cement Stabilized Sub-Grades --
Stiffness and Strength Based In-Place Evaluation of Compacted Unbound Materials --
Characterization of Unbound Granular Materials Using Repeated Load CBR and Triaxial Testing --
Effects of Freeze-Thaw Action and Composition on Compression Strength of WFS-FA-EPS Fills --
Study on Cement-Treated Yangtze Hydraulic Sand Mixed with Expanded Polystyrenes (EPS) Beads as Backfill Material in Highway Embankments --
In-Situ Testing and Evaluation of Moisture Content in Existing Sub-Grade --
Influence of Lime on Alluvial Soil Strengthened with Pond Ash and Rice Husk Ash for Construction of Subgrade of Road --
Sublayer Strength Evaluation with FWD in Semi-Rigid Base Asphalt Pavement Rehabilitation Project --
Evaluation of Subgrade Modulus for Semi-Rigid Asphalt Pavement Using Deflection Basin Parameter --
Comparison of FWD and Benkelman Beam in Evaluation of Pavement Structure Capacity --
Applications of Ground Penetrating Radar to Road Pavement: State of the Art and Novelties --
Research on Detection to Moisture Content of Flexible Pavement by GPR --
Improving Pavement Management System by Adding Pavement Preservation Component --
Cost-Effectiveness Evaluation of Pavement Maintenance Treatments by OPTime --
Variable Slip Skid Resistance Testing for Road Safety Investigation and Pavement Management --
The Application of Stepwise Regression in Analyzing Pavement Friction Data --
Long-Term Field Monitoring of Moisture Variations under Asphalt Pavement with Different Drainable Base Materials --
Method of Design for Improving the Drainage Layer of Asphalt Pavement --
Determination of Subgrade Resilient Modulus for Existing Pavement Based on Moisture Condition Coupled with Stress --
Performance of Pavements with Blast Furnace Base Courses --
Subgrade Stress Measurements under Heavy Aircraft Gear Loading at FAA National Airport Pavement Test Facility --
Predicting Rutting of Unbound Aggregate Layers Using Total Void Calculation under Full-Scale Testing at the FAA National Airport Pavement Test Facility --
The Performance and Economic Benefits of Thick Granular Base for Flexible Pavement Design in Frost Susceptible Regions --
Numerical Analysis and Geo-Mechanism Study on the Subgrade Cracking Process Based on RFPA --
The Analysis and Recommended Solutions for Rural Roads in China --
Bitumen Quality, Pavement LCCA and Contractor's Expectations --
Predicted Pavement Life-Cycle Costing of Surface Maintenance Treatments --
Effect of Traffic Data Coverage on the M-E PDG Traffic Characterization --
Study on Pavement Superposition Effects under Multiple Aircraft Tires --
Analysis of Loading Stresses in Asphalt Overlay on Existing Concrete Pavements Based upon a Simplified Three-Dimensional Model --
Visco-Elastoplastic Response of Flexible Pavement under Traffic Loads --
The Rutting Resistant Surface Course Combination for Continuous Uphill Section of Expressway.