| 渗流应力温度耦合下裂隙围岩隧道涌水量的预测 |
| |
| 引用本文： | 黄涛,杨立中.渗流应力温度耦合下裂隙围岩隧道涌水量的预测[J].西南交通大学学报,1999(5). |
| |
| 作者姓名： | 黄涛 杨立中 |
| |
| 作者单位： | 西南交通大学土木工程学院!成都610031 |
| |
| 摘 要： | 基于系统理论研究及工程实践的分析应用，提出了渗流应力温度耦合环境下大埋深裂隙围岩隧道涌水量预测计算的确定性数学模型方法（ 水文地质数值模拟法） ，并通过一隧道工程实例进行了计算验证
|
| 关 键 词： | 渗流 应力 温度 耦合 裂隙围岩隧道 涌水量 预测 |
A Prediction of Water Gush Yield in Fractured Tunnels under Coupling among Seepage, Stress and Temperature |
| |
| Huang Tao,Yang Lizhong.A Prediction of Water Gush Yield in Fractured Tunnels under Coupling among Seepage, Stress and Temperature[J].Journal of Southwest Jiaotong University,1999(5). |
| |
| Authors: | Huang Tao Yang Lizhong |
| |
| Abstract: | Water gush is one of the major hazards in tunnels and other underground engineering. Because the texture characteristics and the existing environment of fractured rock are complex, it is difficult to solve the problem of water gush in practice. In this paper, based on an equivalent treatment on seepage of fractured rock mass and on theoretical and empirical study, a definite mathematical model, hydrology numerical simulation method, is proposed for predicting the water gush yield of the deep buried fractured surrounding rock tunnel. Meanwhile, the proposed mathematical model is verified through an example of tunnel engineering. |
| |
| Keywords: | seepage stress temperature coupling fractured surrounding rock tunnel water gush yield prediction |
| 本文献已被 CNKI 等数据库收录！ |
