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震后裂缝危岩体的失稳机理与诊断方法

Failure Mechanism and Diagnosis Method of Dangerous Crack Rock After Earthquake

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【作者】 吴永何思明李新坡罗渝

【Author】 WU Yong1,2,HE Si-ming1,2,LI Xin-po1,2,LUO Yu1,2(1.Key Lab.of Mountain Hazards and Surface Process,Chinese Academy of Sci.,Chengdu 610041,China;2.Inst.of Mountain Hazards and Environment,Chinese Academy of Sci.,Chengdu 610041,China)

【机构】 中国科学院山地灾害与地表过程重点实验室中国科学院水利部成都山地灾害与环境研究所

【摘要】 震后山体结构破碎,崩塌频发,严重制约着灾后重建工作。从震后岩体实际结构状况出发,在分析诱发岩体崩塌的破坏性外力类型的基础上,借助断裂力学理论,通过合理建模,阐明了震后岩体崩塌的机理,给出了崩塌发生的条件,为可预知余震强度震区的危岩体诊断和排查提供了技术支持。最后通过算例分析表明:余震、降雨及其相互耦合作用是震后崩塌的根本动力;在特定外力下区内岩体裂缝发生扩展存在最小临界深度;外力耦合条件下裂缝失稳临界深度最小。

【Abstract】 Based on the real structure of rock and the analysis of destructive external force,and according to the fracture mechanics,the failure mechanism of dangerous rocks was studied by modeling reasonably.The condition of different kind’s collapses was given and proposed to diagnose dangerous rock.At last,an example was given to prove the theory.The result showed that the aftershock,rainfall and their coupling action are the main forces which cause the collapse after the event,and there is a critical minimum depth of crack under any action which can lead the failure.Meanwhile it was also found that the critical depth is smaller under couplings action.

【基金】 国家重点基础研究计划资助项目(2008CB425802);国家自然科学基金资助项目(40872181)
  • 【文献出处】 四川大学学报(工程科学版) ,Journal of Sichuan University(Engineering Science Edition) , 编辑部邮箱 ,2010年05期
  • 【分类号】TU45;P642
  • 【被引频次】11
  • 【下载频次】192
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