砂桩挤密法在软弱地基工程中的应用

Zhicheng Wang,Xingwang Xue, Xiaoxi Zhou,Zheng Xu, Zhenhua Wang

JOURNAL OF SHIHEZI UNIVERSITY (NATURAL SCIENCE)(2000)

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Abstract
砂桩挤密法可使较大深度范围内的地基土挤密,与软弱土形成复合地基共同承受建筑物的荷载,从而使土的压缩性减小,变形模量增大,提高地基土的抗剪强度和承载力.该方法适用于低层建筑浅基础下的软弱地基加固处理.
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