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某抽水蓄能电站地下厂房围岩劈裂破坏范围预测
引用本文:刘宁,张春生.某抽水蓄能电站地下厂房围岩劈裂破坏范围预测[J].水力发电,2011,37(2).
作者姓名:刘宁  张春生
作者单位:中国水电顾问集团华东勘测设计研究院,浙江杭州,310014
基金项目:中国博士后基金面上项目
摘    要:对于处在高地应力脆性围岩中的地下洞室群,开挖时洞室围岩容易出现纵向的劈裂裂缝.采用滑移裂纹组模型模拟岩石在轴向压力作用下的劈裂破坏,以分析裂纹之间的相互作用.通过分别计算释放的弹性应变能,裂纹扩展耗散的能量,裂纹滑移耗散的能量,得到了高地应力下脆性岩体的劈裂破坏判据,并将该判据应用到某抽水蓄能电站的开挖计算分析过程中,为高地应力条件下地下工程开挖引起的劈裂破坏提供更加科学合理的预测判据.

关 键 词:高地应力  劈裂破坏  脆性岩体  地下厂房

Prediction on Surrounding Rock Splitting Failure of Underground Powerhouse in a Pumped-storage Power Station
Liu Ning,Zhang Chunsheng.Prediction on Surrounding Rock Splitting Failure of Underground Powerhouse in a Pumped-storage Power Station[J].Water Power,2011,37(2).
Authors:Liu Ning  Zhang Chunsheng
Affiliation:Liu Ning,Zhang Chunsheng(HydroChina Huadong Engineering Corporation,Hangzhou 310014,Zhejiang,China)
Abstract:For underground caverns with high geostress and brittle surrounding rockmass,the excavation will always lead to longitudinal splitting cracks in the surrounding rockmass.The interaction between cracks was analyzed by simulating the splitting failure under axial compression with multi-cracks sliding model.The splitting failure criterion was set up after calculating elastic strain energy and dissipation energies by cracks propagation and slip,and was applied to the underground powerhouse excavation analysis o...
Keywords:high geostress  splitting failure  brittle rockmass  underground powerhouse  
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