Soil Layer Settlement Experimental Study of Dynamic Compaction in Aeolian Sand Foundation

Jian Hui Zhang; Zhen Feng; Pei Xuan Yang

doi:10.4028/www.scientific.net/AMR.671-674.122

Paper Titles

Research on Prediction Model of Support Vector Machine Based Land Subsidence Caused by Foundation Pit Dewatering
p.105

Research on Stability of Slope by Influence of a Rapid Drawdown of Water Table
p.109

Simulation Analysis on Deep Foundation Pit Construction Near the History Style Construction
p.113

Simulation of Coal Mechanical Characteristics with Discrete Element Method
p.117

Soil Layer Settlement Experimental Study of Dynamic Compaction in Aeolian Sand Foundation
p.122

Soil Nailing Optimization Design Based on Improved Response Surface
p.126

Study on Non-Linear Numerical Method of Composite Foundation with Rigid-Flexible Piles
p.133

Study on Slope Stability & Stress-Deformation of Foundation Pit Based on FEA
p.137

Study on the Methods of Layer Adjustment in Gas Dynamic Reserve Measurement
p.142

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Soil Layer Settlement Experimental Study of...

Soil Layer Settlement Experimental Study of Dynamic Compaction in Aeolian Sand Foundation

Abstract:

A study on the soil layer settlement of the aeolian sand foundation treatment by dynamic compaction is reported. The site soil conditions and the dynamic compaction settlement test were introduced. The change curves of the ground surface settlement on the impact point in the course of tamping and the soil layer settlement beneath the impact point after tamping were given. It was found that the ground surface settlement along with number of drops can be described by the hyperbolic function, and the soil layer settlement along with the depth can be described by exponential function. Other some meaningful conclusions were also obtained.