［摘要］针对岩溶地区某高层住宅基础的选型与设计，详细论述了CM桩复合地基的工程特性、计算方法和检测评价。结果表明复合地基的承载力提高显著，沉降计算结果与实测值接近，证明该工程采用CM桩复合地基较好地满足了建筑安全和使用要求，具有造价低、工期短的优点。

［关键词］CM桩复合地基；刚性桩；岩溶；沉降

中图分类号：TU472文献标识码：A文章编号：1002-848X(2012)06-0118-03

 

Wan Zhiyong, Han Jianqiang, Gao Yubin, Wang Wei

（Guangzhou Design Institute, Guangzhou 510620, China）

 

Abstract: The selection and design of the foundation in high-rise building in the karst district were discussed, which focused on the engineering characteristics, calculation method, detection and evaluation of CM three-dimension composite foundation. The results show that the bearing capacity of the composite foundation has been improved successfully, and the calculated settlement is approximate to the measured one. CM three-dimension composite foundation adopted in this project can satisfy the building safety and application requirement, and short time limit and less expense are its features.

Keywords: CM three-dimension composite foundation; rigid pile; karst; settlement

作者简介：万志勇，高级工程师，一级注册结构工程师，Email:wanzhiyong@gzdi.com。

 

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