| 嵌岩桩勘察设计与施工中值得探讨的两个问题 |
| |
| 引用本文： | 杨忠,秦咏梅.嵌岩桩勘察设计与施工中值得探讨的两个问题[J].贵州地质,2003,20(3):180-182. |
| |
| 作者姓名： | 杨忠 秦咏梅 |
| |
| 作者单位： | 贵州地质工程勘察院,贵州,贵阳,550008 |
| |
| 摘 要： | 按(JGJ94—94)规范计算嵌岩桩的竖向极限承载力，岩石饱和单轴抗压强度标准值(fk)和嵌岩深度(hR)是嵌岩桩基础两个最基本关键的参数，必须作好取样、试验，加强勘察与设计的联系，加强施工检验才能获得合理的fk、hr值。
|
| 关 键 词： | 嵌岩桩 勘察设计 施工 岩石饱和单轴抗压强度标准值 嵌岩深度 |
| 文章编号： | 1000-5943(2003)03-0180-03 |
| 修稿时间： | 2001年7月20日 |
Two Arguable Questions in Reconnaissance and Designment and Construction of Rock-imbedding Piles |
| |
| YANG Zhong,QIN Yong - mei.Two Arguable Questions in Reconnaissance and Designment and Construction of Rock-imbedding Piles[J].Guizhou Geology,2003,20(3):180-182. |
| |
| Authors: | YANG Zhong QIN Yong - mei |
| |
| Abstract: | The vertical bearing capacity limit is calculated basing on JGJ94 - 94 Standard, and the standard values of rock - saturation uniaxial compressive strength, symbolized as fK and rock - imbedding depth as hR are two most essential and key parameters, which reasonable values of fK and hR may be gained in making good sampling and experiment, enhancing the ties between reconnaissance and design and strengthening construction verification. |
| |
| Keywords: | rock-imbedding piles vertical bearing capacity limit standard values of rock - saturation uniaxial compressive strength rock - imbedding depth |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
