| CFG桩与水泥搅拌桩在软土中的沉降分析对比 |
| |
| 引用本文： | 卞延彬,吴禾佳,崔锐.CFG桩与水泥搅拌桩在软土中的沉降分析对比[J].工业建筑,2007,37(Z1). |
| |
| 作者姓名： | 卞延彬 吴禾佳 崔锐 |
| |
| 作者单位： | 1. 吉林建筑工程学院,长春,130111
2. 中国市政工程东北设计研究院,长春,130021 |
| |
| 摘 要： | 通过对某水厂水泥搅拌桩复合地基的沉降计算分析及沉降实测资料,得出当水池平面尺寸较大时,池体沉降及倾斜均不满足"规范"要求。并探讨了采用CFG桩复合地基解决软土地基承载力及池体沉降变形过大等问题的可行性。
|
| 关 键 词： | CFG桩 水泥搅拌桩 沉降 |
SETTLEMENT COMPARISON BETWEEN CFG PILE AND MIXDE-IN-PLACE PILE IN SOFT SOIL |
| |
| Bian Yanbin,Wu Hejia,Cui Rui.SETTLEMENT COMPARISON BETWEEN CFG PILE AND MIXDE-IN-PLACE PILE IN SOFT SOIL[J].Industrial Construction,2007,37(Z1). |
| |
| Authors: | Bian Yanbin Wu Hejia Cui Rui |
| |
| Abstract: | Through the settlement calculation and the measured data on the mixed-in-place pile composite foundation for a sewage treatment plant.It was found out,it has been found out that the settlement and inclination of the filter could not meet the requirements of the code when the filter had a large area;it is also explored the feasibility of using CFG pile composite foundation to solve the problems of large ground bearing capacity in soft soil and large deformation of a filter. |
| |
| Keywords: | CFG pile mixed-in-place pile settlement |
| 本文献已被 万方数据 等数据库收录！ |
|
