复杂地质条件下导流洞塌方的离散元法模拟研究
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中央公益性科研院所基本科研业务费资助项目(2010-2-8);水利部公益性行业科研专项目(201001009)


Simulation of Collapse by Discrete Element Method for Diversion Tunnel under Complex Geological Conditions
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    摘要:

    锦屏一级水电站左岸导流洞地质条件非常复杂,地应力极高,节理、断层发育,施工过程中发生了较大规模的塌方。基于离散元法模拟主要节理和断层,建立计算模型,通过计算和分析,得到导流洞围岩的变形破坏规律。导流洞开挖后,围岩应力释放,结构面松弛、滑移,导致围岩边墙首先产生纵向裂缝,拱顶出现掉块;随着结构面变形加剧,边墙沿结构面进一步滑移张开,拱顶的支撑作用减弱导致坍塌,计算模拟和实际塌方情况基本一致。

    Abstract:

    Geological conditions of Jinping I Hydropower diversion tunnel is very complicated, it has the following characteristics, such as high geostress and developmental faults and joints, several collapse occurred in the construction process. A brief introduction is given to the geological conditions of Jinping I Hydropower diversion tunnel, based on discrete element method, Major joints and faults were simulated, and calculation models were built. By calculation and analysis, Rules and characteristics of deformation and failure for rock diversion tunnel has been obtained. After the diversion tunnel was excavated, high geostress were released, structural surface relaxation and slip. Side wall generated vertical cracks, vault take place chipping. With deformation increasing, the structural plane was further slip and open, dome support weakened, leading to collapse.

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黄志鹏,周洪波,周江平.复杂地质条件下导流洞塌方的离散元法模拟研究[J].土木与环境工程学报(中英文),2012,34(Z1):58-61. HUANG Zhi-peng, ZHOU Hong-bo, ZHOU Jiang-ping. Simulation of Collapse by Discrete Element Method for Diversion Tunnel under Complex Geological Conditions[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2012,34(Z1):58-61.[doi]

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  • 在线发布日期: 2012-09-13
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