Selected papers from the First International Symposium on Pavement and Geotechnical Engineering for Transportation Infrastructure held in Nanchang, China, June 5-7, 2011. Sponsored by the Nanchang Hangkong University and the International Association of Chinese Infrastructure Professionals (IACIP) in cooperation with the Geo-Institute of ASCE.Pavement and Geotechnical Engineering for Transportation contains 20 papers that represent the latest developments in the application of soil, rock, and paving materials to the study and application of geomechanics and transportation geotechnology.Topics include pavement structure and subgrade preparation such as: the use of chemical additives and geogrid reinforcement; performance assessment of concrete and asphalt mixtures; mathematical models for the simulation of geotechnical problems; and evaluation of soil types in relation to slope failure, consolidation, and embankment behavior.This Geotechnical Practice Publication focuses on the application of geomechanics in transportation and will be of interest to both geotechnical engineers and transportation professionals.<\/p>\n
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| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | Structural Performance of Thin Asphalt Pavement Under Accelerated Pavement Testing <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Performance Measures and Evaluation of Asphalt Pavements Using the Internal Roughness Index <\/td>\n<\/tr>\n | ||||||
| 40<\/td>\n | Design of Planar Geosynthetic-Improved Unpaved and Paved Roads <\/td>\n<\/tr>\n | ||||||
| 51<\/td>\n | Investigation of Moisture Content-Induced Variations in Unbound Aggregates\u2019 Resilient Modulous Through Suction Stress Concept <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | Laboratory Evaluation on the Mechanical Properties of Asphalt Concrete Incorporating Industrial Waste <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | The Relationship Between Freeze-Thaw Resistance and Pore Structure of Concrete <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | Additives for Soil-Cement Stabilization <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | Tube Suction Test for Evaluating Moisture Susceptibility Resulting from Calcium Chloride <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | Critical Load of Subsoil Considering Poisson\u2019s Ratio <\/td>\n<\/tr>\n | ||||||
| 97<\/td>\n | Heat Transfer Capacity of Heat Exchanger Piles in Soft Clay <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | An Empirical Study on the Estimation of Soil Properties of Loess Ground After Dynamic Compaction <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | Theoretical Background of Axis-Radiate Infinite Element with Its Applications in Foundation Analysis <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | Influence of Features of Natural Soft Clay on Embankment Behavior <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | Influence of Fracture Filling on Mechanical Behavior of Loess <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | One-Dimensional Consolidation of Soft Ground with Impeded Boundaries Under Depth-Dependent Ramp Load <\/td>\n<\/tr>\n | ||||||
| 144<\/td>\n | Remote Monitoring and Early Warning System for Subway Construction <\/td>\n<\/tr>\n | ||||||
| 151<\/td>\n | Research on the Influence of the Rotation of Principle Axis of Stress to the Constitutive Relation Soil <\/td>\n<\/tr>\n | ||||||
| 163<\/td>\n | Settlement Analysis of Embedded Foundation Resting on Elastic Soil <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | Study on Mechanism of Expansive Soil Slope Failure and Numerical Simulation <\/td>\n<\/tr>\n | ||||||
| 184<\/td>\n | Time Effect on Bearing Capacity of Jacked Piles Using the Back-Analysis Method <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Geotechnical Practice Publication No. 8: Pavement and Geotechnical Engineering for Transportation<\/b><\/p>\n |