摘要
通过在软粘土中静力压入单桩和双桩的模型试验 ,研究了沉桩挤土效应 ,获得了沉桩过程中土体位移随水平和深度方向变化的规律 ,并对压入单桩与双桩的试验结果进行了比较分析。
Based on model tests of one or two piles pressed into soft clay, the effect of squeezing against soil is studied. The laws of soil displacements changing with horizontal distance and depth during the process of pressing piles are obtained, and the testing results of pressing one or two piles are also compared and analyzed.
出处
《岩土力学》
EI
CAS
CSCD
2000年第3期235-238,共4页
Rock and Soil Mechanics
基金
国家自然科学基金!( 597381 60 )
关键词
模型试验
挤土效应
侧移
隆起
沉桩
model test
effect of squeezing against soil
lateral displacement
ground heave
