Pavement and geotechnical engineering for transportation : proceedings of sessions of the First International Symposium on Pavement and Geotechnical Engineering for Transportation Infrastructure, June 5-7, 2011, Nanchang, Jiangxi Province, China /
Corporate Authors: | , , , |
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Other Authors: | , , , , |
Format: | Conference Proceeding eBook |
Language: | English |
Published: |
Reston, Virginia :
American Society of Civil Engineers,
2013.
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Series: | Geotechnical practice publication ;
no. 8. |
Subjects: | |
Online Access: | Connect to the full text of this electronic book |
Table of Contents:
- Structural Performance of Thin Asphalt Pavement Under Accelerated Pavement Testing
- Performance Measures And Evaluation of Asphalt Pavements Using the Internal Roughness Index
- Design of Planar Geosynthetic-Improved Unpaved and Paved Roads
- Investigation of Moisture Content-Induced Variations in Unbound Aggregates' Resilient Modulous Through Suction Stress Concept
- Laboratory Evaluation on the Mechanical Properties of Asphalt Concrete Incorporating Industrial Waste
- The Relationship Between Freeze-Thaw Resistance and Pore Structure of Concrete
- Additives for Soil-Cement Stabilization
- Tube Suction Test for Evaluating Moisture Susceptibility Resulting from Calcium Chloride
- Critical Load of Subsoil Considering Poisson's Ratio
- Heat Transfer Capacity of Heat Exchanger Piles in Soft Clay
- An Empirical Study on the Estimation of Soil Properties of Loess Ground After Dynamic Compaction
- Theoretical Background of Axis-Radiate Infinite Element with Its Applications in Foundation Analysis
- Influence of Features of Natural Soft Clay on Embankment Behavior
- Influence of Fracture Filling on Mechanical Behavior of Loess
- One-Dimensional Consolidation of Soft Ground with Impeded Boundaries Under Depth-Dependent Ramp Load
- Remote Monitoring and Early Warning System for Subway Construction
- Research on the Influence of the Rotation of Principle Axis of Stress to the Constitutive Relation Soil
- Settlement Analysis of Embedded Foundation Resting on Elastic Soil
- Study on Mechanism of Expansive Soil Slope Failure and Numerical Simulation
- Time Effect on Bearing Capacity of Jacked Piles Using the Back-Analysis Method.