| 嵌岩桩的承载性状及嵌入深度研究 |
| |
| 引用本文： | 王涛.嵌岩桩的承载性状及嵌入深度研究[J].建筑技术,2007,38(3):179-182. |
| |
| 作者姓名： | 王涛 |
| |
| 作者单位： | 中国建筑科学研究院地基基础研究所,100013,北京 |
| |
| 摘 要： | 分析当前嵌岩桩的承载性状和嵌岩深度两大问题,着重探讨嵌岩桩承载机理与桩端为倾斜岩面的嵌岩深度取值方法,并应用于具体工程,实践证明该取值方法是行之有效的,可以缩短工期和降低工程造价。
|
| 关 键 词： | 嵌岩桩 承载性状 嵌岩深度 |
| 文章编号： | 1000-4726（2007）03-0179-04 |
| 修稿时间： | 2006-10-08 |
RESEARCH ON LOAD BEARING BEHAVIOR AND SOCKET DEPTH OF ROCK-SOCKETED PILE |
| |
| WANG Tao.RESEARCH ON LOAD BEARING BEHAVIOR AND SOCKET DEPTH OF ROCK-SOCKETED PILE[J].Architecture Technology,2007,38(3):179-182. |
| |
| Authors: | WANG Tao |
| |
| Affiliation: | China Academy of Building Research, Institute of Foundation Engineering, 100013, Beijing, China |
| |
| Abstract: | The load bearing behavior and socket depth of rock-socketed piles are analyzed with the focus on load bearing mechanism and how to select socket depth in inclined rock surface.Engineering practices prove that the method is effective and may shorten project construction period and reduce construction cost. |
| |
| Keywords: | rock-socketed pile load bearing behavior socket depth |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
