| 抗拔桩后注浆技术及其应用 |
| |
| 引用本文： | 张武,高文生.抗拔桩后注浆技术及其应用[J].岩土工程技术,2008,22(1):31-35. |
| |
| 作者姓名： | 张武 高文生 |
| |
| 作者单位： | 中国建筑科学研究院地基基础研究所,北京,100013 |
| |
| 摘 要： | 介绍了抗拔桩后注浆技术的基本原理、实施方法、效果分析及承载力计算模式。通过工程实例说明抗拔桩后注浆技术能提高单桩抗拔承载力，降低施工难度和改善成桩质量，缩短工期，节省工程造价。
|
| 关 键 词： | 后注浆 抗拔桩 承载力 |
| 文章编号： | 1007-2993(2008)01-0031-05 |
| 修稿时间： | 2007年11月5日 |
Post Grouting Technology of Tensile Pile and Its Application |
| |
| Zhang Wu,Gao Wensheng.Post Grouting Technology of Tensile Pile and Its Application[J].Geotechnical Engineering Technique,2008,22(1):31-35. |
| |
| Authors: | Zhang Wu Gao Wensheng |
| |
| Institution: | Zhang Wu, Gao Wensheng (Institute of Foundation Engineering,China Academy of Building Research, Beijing 100013 China) |
| |
| Abstract: | The mechanism,method,effect and capacity mode of tensile pile with post grouting are introduced. The pile capacity of tensile pile is increased by the post grouting, and the construction difficulty is decreased, piling quantity is improved, constructional period is shorted and project expense is cut down. |
| |
| Keywords: | post grouting tensile pile pile capacity |
| 本文献已被 维普 万方数据 等数据库收录！ |
