摘要
选取东深供水改造工程B-Ⅲ标段的隔水~塘厦混凝土明槽段复合地基,进行了复合模量法碎石桩复合地基沉降计算,并将计算成果与实测资料进行对比分析,得出一些有用的结论。
Taking Dongshen water main improvement project as an example, composite foundation settlement was calculated using composite modulus method. Some useful conclusions were mad on the basis of comparison of computational results with real measured data.
出处
《土工基础》
2007年第3期57-59,共3页
Soil Engineering and Foundation
关键词
复合地基
复合模量法
沉降计算
Composite foundation, composite modulus method, settlement calculations