Deformation Analysis and Engineering Practice of Post-Processing Method in Thick Filled Subgrade

Yuan Cheng Guo; Hai Tao Liu

doi:10.4028/www.scientific.net/AMM.97-98.247

Paper Titles

The Analysis of Causes and Treatment of Countermeasures for the Accident-Prone Section of Yu-Chang Freeway
p.226

Analysis of Temperature-Load Coupling Stress for Asphalt Overlay Using Three-Dimensional Finite Element Model
p.230

Theoretical Analysis and Simulation Study on Track Rigidity of Turnout
p.235

Numerical Simulation of the Process of Partial Void Formation under Cement Concrete Pavement Slab
p.241

Deformation Analysis and Engineering Practice of Post-Processing Method in Thick Filled Subgrade
p.247

Experimental Study on Asphalt Pavement Damage by Application of Acetate-Base Deicer
p.251

Research on the Efflux Angle to Emergency Escape Ramp of Mountain Roads
p.257

Ballast Flying DEM Microscopic Analysis and Counteracting Measures
p.266

Study on the Axle Load Conversion Formula for Asphalt Pavement Based on Actually Measured Deflection Equivalent
p.271

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 97-98Deformation Analysis and Engineering Practice of...

Deformation Analysis and Engineering Practice of Post-Processing Method in Thick Filled Subgrade

Abstract:

Expressway is developed quickly in China, but its construction is seriously affected by the un-uniform deformation of the subgrade. The basic concepts of post- treatment and pre- treatment on freeway subgrade are firstly discussed in this article, and then a conclusion that Post- treatment Method can obviously reduce the after-work sink is gained, which may be used as a practical reference for lighting the un-uniform deformation of thick-filled subgrade in soft-soil area.