| 王迪,张进忠.采用反分析法进行CFG桩复合地基沉降量计算[J].矿产勘查,2010,1(4):412-414 |
| 采用反分析法进行CFG桩复合地基沉降量计算 |
| Use of anti-analysis method to calculate the amount of CFG pile composite foundation settlement |
| 投稿时间：2010-12-07 |
| DOI： |
| 中文关键词: CFG复合地基 沉降计算 反分析 |
| 英文关键词: CFG composite foundation settlement calculations anti-Analysis |
| 基金项目: |
|
| 摘要点击次数: 2099 |
| 全文下载次数: 1884 |
| 中文摘要: |
| 在CFG复合地基设计中沉降量的主要影响指标为复合地基的压缩模量计算,文章通过CFG复合地基检测结果反算压缩模量,并建立了计算CFG桩复合地基沉降量的公式,经过工程实践检验,计算结果与实测值吻合较好,该计算方法为复合地基设计提供了又一可靠的沉降量计算方法。 |
| 英文摘要: |
| In the CFG composite foundation design, the key indicator of the impact of the settlement calculation is the compression modulus of composite foundation calculation. In this paper, based on the results of tests CFG composite foundation to counter balance compression modulus, the authors established the CFG pile settlement calculation formula, which is confirmed by the following engineering practice test. This calculation method supply another reliable calculation method for the design of composite foundation. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |
|
|
|