摘要
应用土力学的基本原理,根据工程实测数据,对竹桩复合地基的承载力、变形和固结特征进行了探讨,认识了其性能的实用性和科学性。
By applying basic principle of soil mechanics and based on used practical data of the engineering pro-ject, discussion on the bearing capacity, deformation and consolidation the of Bamboo pile composite foundation was carried out so that can get familiar with practicality and scientificity of its performance.
出处
《有色金属设计》
2012年第1期33-38,共6页
Nonferrous Metals Design
关键词
复合地基
竹桩
承载力
变形
固结
稳定性
composite foundation
Bamboo pile
bearing capacity
deformation
consolidation
stability