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da mian ji ji tu zhuang shi gong dui ye hua di ji tu de ying xiang fen xi
Author(s): 
Pages: 178-181
Year: Issue:  S1
Journal: Geotechnical Investigation & Surveying

Keyword:  挤土桩 液化 判别 标准贯入试验 折减系数;
Abstract: 提要:大面积打入式挤土桩对于液化地基土具有加密作用,并且桩身在一定程度上限制了桩间液化土的变形,对于减轻地基土液化作用是有利的。本文通过一工程实例,比较沉桩前后地基土的液化检验结果,并分析了检验时需要重点注意的事项,以此对类似工程的勘察和设计提供借鉴和参考。
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