| 水泥搅拌桩重力式挡墙墙顶水平位移影响因素分析 |
| |
| 引用本文： | 林智勇,戴自航. 水泥搅拌桩重力式挡墙墙顶水平位移影响因素分析[J]. 福州大学学报(自然科学版), 2007, 35(5): 749-753 |
| |
| 作者姓名： | 林智勇 戴自航 |
| |
| 作者单位： | 1. 福州大学环境与资源学院,福建,福州,350002
2. 福州大学环境与资源学院,福建,福州,350002;福州大学土木工程学院,福建,福州,350002 |
| |
| 基金项目： | 福建省自然科学基金资助项目(D0720001) |
| |
| 摘 要： | 分别采用弹性地基"m"法和快速拉格朗日有限差分法,分析了基坑边坡水泥搅拌桩重力式挡墙墙宽及其嵌固深度对挡墙墙顶水平位移的影响,同时,与某工程实测数据进行了对比.结果表明,采用这两种方法估算水泥搅拌桩重力式挡墙墙顶水平位移都是可行的.
|
| 关 键 词： | 重力式挡墙 水泥搅拌桩 弹性地基“m”法 有限差分法 水平位移 |
| 文章编号： | 1000-2243(2007)05-0749-05 |
| 修稿时间： | 2006-10-13 |
Analyzing effect factors of lateral displacements at tops of gravity retaining walls of concrete mixing pile |
| |
| LIN Zhi-yong,DAI Zi-hang. Analyzing effect factors of lateral displacements at tops of gravity retaining walls of concrete mixing pile[J]. Journal of Fuzhou University(Natural Science Edition), 2007, 35(5): 749-753 |
| |
| Authors: | LIN Zhi-yong DAI Zi-hang |
| |
| Affiliation: | 1,2(1.College of Environment and Resources,Fuzhou University,Fuzhou,Fujian 350002,China;2.College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350002,China) |
| |
| Abstract: | The "m" method of elastic foundation and the finite difference method of fast lagrangian analysis of continuum are used respectively to analyze the influence of different widths and embedded lengths of the gravity retaining walls of concrete mixing pile on the lateral displacement at the tops of retaining walls.Some useful conclusions are drawn.Meanwhile,the results are compared with the measurements of an engineering example.They show that both of the two methods are feasible to predict the lateral displacements of retaining walls,and could be references to design calculations. |
| |
| Keywords: | gravity retaining walls,concrete mixing pile,elastic foundation " m" method,finite difference method,lateral displacement |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《福州大学学报(自然科学版)》浏览原始摘要信息 |
|
点击此处可从《福州大学学报(自然科学版)》下载免费的PDF全文 |
|
