| 裂隙岩体渗流损伤耦合模型的理论分析 |
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| 引用本文： | 郑少河,朱维申. 裂隙岩体渗流损伤耦合模型的理论分析[J]. 岩石力学与工程学报, 2001, 20(2): 156-156 |
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| 作者姓名： | 郑少河 朱维申 |
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| 作者单位： | 中国科学院武汉岩土力学研究所 |
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| 摘 要： | 基于自洽理论推导了复杂应力状态下含水裂隙岩体的本构关系及损伤演化方程, 提出了考虑断裂损伤效应的裂隙岩体渗透张量表达式, 综合以上两个方面, 建立了多裂隙岩体渗流损伤耦合的理论模型。
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| 关 键 词： | 裂隙岩体 渗透 损伤 耦合 |
| 文章编号： | 1000-6915(2001)02- 0156-04 |
| 收稿时间： | 1999-07-01 |
| 修稿时间： | 1999-07-01 |
THEORETICAL ANALYSIS ON A COUPLED SEEPAGE-DAMAGE MODEL OF FRACTURED ROCK MASS |
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| Zheng Shaohe,ZHU Weishen. THEORETICAL ANALYSIS ON A COUPLED SEEPAGE-DAMAGE MODEL OF FRACTURED ROCK MASS[J]. Chinese Journal of Rock Mechanics and Engineering, 2001, 20(2): 156-156 |
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| Authors: | Zheng Shaohe ZHU Weishen |
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| Abstract: | Based on the self consistent theory, the constitutive and damage evolution equation of fractured rock mass containing water under complicated stress are set up. A permeable tensor considering the effects of damage is presented. Taking the two above mentioned aspects into consideration, a coupled seepage damage model of fractured rock mass is established. |
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| Keywords: | fractured rock mass permeability damage couple |
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