| 岩体不连续面的剪切渗流特性分析 |
| |
| 引用本文： | 杨国宏,刘卫.岩体不连续面的剪切渗流特性分析[J].城市道桥与防洪,2004(3):47-50. |
| |
| 作者姓名： | 杨国宏 刘卫 |
| |
| 作者单位： | 上海隧道工程质量检测有限公司,上海,200022;上海隧道工程质量检测有限公司,上海,200022 |
| |
| 摘 要： | 本文研讨裂隙岩体中水与应力的相互作用机理和岩体节理的剪切渗流特性 ,通过对岩体不连续面的渗流理论分析和实验研究得到岩体受力状态与渗透系数与渗流流量之间的关系和岩体不连续面的渗透性随着剪切的发展而显著加大的结论
|
| 关 键 词： | 裂隙岩体 地下水 剪切渗流试验 |
| 文章编号： | 1009-7716(2004)03-0047-04 |
| 修稿时间： | 2004年3月11日 |
Analysis of Shearing Leakage Characteristics of Un-continuous Face of Rock Mass |
| |
| Yang GuoHong,Liu Wei.Analysis of Shearing Leakage Characteristics of Un-continuous Face of Rock Mass[J].Urban Roads Bridges & Flood Control,2004(3):47-50. |
| |
| Authors: | Yang GuoHong Liu Wei |
| |
| Abstract: | The paper studies and discusses the interaction mechanism of water and stress in crack rock mass as well as the shearing leakage characteristics of rock mass. It also obtains the relation of the forced status and leakage coefficient as well as leakage flow of rock mass through analyzing the leakage theory of un continuous face of rock mass and the test study. At the same time, it obtains the conclusion that the permeability of un continuous face of rock mass will be obviously enlarged with shearing development. |
| |
| Keywords: | crack rock mass underground water test of shearing leakage |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
