摘要
在多年实践的基础上,通过选取三个典型断面:K0+621(水泥搅拌桩)、K0+713(预应力管桩)和K0+950(塑料排水板),对其实测的沉降曲线进行了全面的分析和总结,得出不同地基处理方法下的地基沉降规律,可为类似工程提供参考和借鉴。
The purpose of this paper, which by way of setting three different sectors of tests, analysis ,the character of the soft soil settlement data and the settlement-time curve and find out the law of settlement, then to provide the reference for the similar project.
出处
《土工基础》
2009年第2期42-44,共3页
Soil Engineering and Foundation
关键词
软土
地基处理
沉降观测
soft soil, foundation treatment, measured settlement
