| 高边坡岩体渐进性破坏粘弹塑性有限元数值模拟 |
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| 引用本文： | 程谦恭,彭建兵.高边坡岩体渐进性破坏粘弹塑性有限元数值模拟[J].工程地质学报(英文版),2000,8(1):25-30. |
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| 作者姓名： | 程谦恭 彭建兵 |
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| 作者单位： | 1.西南交通大学地质工程系,成都610031; |
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| 基金项目： | 国家自然科学基金!(编号 :49872 0 87)，中国博士后科学基金资助 |
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| 摘 要： | 根据边坡实际地质模型 ,基于弹塑性与粘弹 -粘塑性理论的本构方程 ,通过有限元模拟分析 ,定量地揭示和模拟再现了高边坡岩体破裂、变形、破坏及失稳前后锁固段岩体渐进性破坏的机制和过程 ,探讨了高压水流作用下滑坡启程剧动的破坏机理。
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| 关 键 词： | 高边坡 渐进性破坏 有限元 |
| 收稿时间： | 1998-10-10 |
| 修稿时间： | 1998-10-10 |
VISCO-ELASTOPLASTIC FINITE ELEMENT SIMULATION OF PROGRESSIVE FAILURE OF HIGH-STEEP ROCK SLOPE |
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| CHENG Qian-gong,HU Hou-tian,PENG Jian-bing,HU Guang-tao.VISCO-ELASTOPLASTIC FINITE ELEMENT SIMULATION OF PROGRESSIVE FAILURE OF HIGH-STEEP ROCK SLOPE[J].Journal of Engineering Geology,2000,8(1):25-30. |
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| Authors: | CHENG Qian-gong HU Hou-tian PENG Jian-bing HU Guang-tao |
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| Institution: | 1.Southwest Jiaotong Universi2ty, Chengdu 610031;2.Xi′an Engineering University, Xi′an 710054 |
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| Abstract: | According to the practical geological model of slope, by means of the finite element analysis, from the constitutive equations of the elastoplasticity and the viscoelasticity viscoplasticity, the process and mechanism for progressive failure of the locked segment of rockmass are quantitatively revealed and simulated during the rupture, deformation, destruction, and failure of highsteep slope rockmass, and the dynamics driving the motion of rocky landslide with violent starting velocity by high pressure water flow is dealed with. |
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| Keywords: | High steep slope Progressive failure Finite element |
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