| 温岭软土地区建筑桩基沉降规律研究 |
| |
| 引用本文： | 肖新颖,杨俊杰,王勇胜.温岭软土地区建筑桩基沉降规律研究[J].山西建筑,2007,33(28):107-108. |
| |
| 作者姓名： | 肖新颖 杨俊杰 王勇胜 |
| |
| 作者单位： | 1. 浙江省温岭市建筑工程质量安全监督站,浙江,温岭,317500
2. 浙江工业大学建筑工程学院,浙江,杭州,310014 |
| |
| 摘 要： | 将理论计算值和实测沉降值进行比较,得出适合温岭软土地基的沉降计算方法,并根据温岭地区具有代表性的己建建筑的实测沉降,统计得出桩基沉降计算公式,该公式适用于方案设计阶段和初步设计阶段桩基沉降量的预估.
|
| 关 键 词： | 软土 桩基 沉降 |
| 文章编号： | 1009-6825（2007）28-0107-02 |
| 修稿时间： | 2007-04-20 |
Study on settlement of pile foundation in Wenling soft ground |
| |
| XIAO Xin-ying,YANG Jun-jie,WANG Yong-sheng.Study on settlement of pile foundation in Wenling soft ground[J].Shanxi Architecture,2007,33(28):107-108. |
| |
| Authors: | XIAO Xin-ying YANG Jun-jie WANG Yong-sheng |
| |
| Affiliation: | XIAO Xin-ying YANG Jun-jie WANG Yong-sheng |
| |
| Abstract: | The theoretical results are compared with the measured settlements. The settlement computing method suitable for Wenling soft soil is developed with comprehensive statistic method. The formula is applied in calculating the settlement of pile foundation on the basis of the measured settlement value by the writer of Wenling representative built buildings. The results show that it is very suitable for the pre-estima- tion of the pile settlement inpreliminary design. |
| |
| Keywords: | soft soil pile foundation settlement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
