摘要
论文以贵州省德江县大兴社区崩塌为例开展了居民区危岩体稳定性分析及治理设计研究。通过结合现场调研及室内分析,揭示了该危岩体变形破坏的机制为:该危岩体在重力或较大下滑力作用时,岩体因重心作用下滑移产生崩塌。通过计算得出该危岩体在天然工况与暴雨工况下处于欠稳定状态,在地震工况和暴雨加地震工况下处于不稳定状态,并通过数值模拟方法对计算结果进行验证。最后,文章针对该危岩体文章提出了针对性的治理措施:清除破碎危岩体、暂时封闭道路、锚索注浆与主动防护网相结合的加固方法、修建截水沟并建议将其纳入群测群防体系中。
Taking the collapse of Daxing community in Dejiang County of Guizhou Province as an example, the stability analysis and control design of dangerous rock mass in residential areas are studied. Based on field investigation and laboratory analysis, this paper reveals that the deformation and failure mechanism of the dangerous rock mass is that the rock mass collapses due to the slip of gravity or large sliding force. It is concluded that the dangerous rock mass is in an unstable state under natural and rainstorm conditions, and is in an unstable state under earthquake and rainstorm plus earthquake conditions. Finally, this paper puts forward the corresponding measures for the dangerous rock mass:clearing the broken rock mass, temporarily closing the road, anchor grouting and active protective mesh combined with the reinforcement method, the construction of water cut ditch and the proposal to incorporate it into the group observation and mass prevention system.
引文
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