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作 者:程跃广 倪振强[2] CHENG Yue-guang;NI Zhen-qiang(Shandong Sanshan Highway Engineering Supervision Consulting Co.,Ltd.,Liaocheng 252000,China;School of Architecture and Civil Engineering,Liaocheng University,Liaocheng 252000,China)
机构地区:[1]山东三山公路工程监理咨询有限公司,聊城252000 [2]聊城大学建筑工程学院,聊城252000
出 处:《价值工程》2022年第25期23-25,共3页Value Engineering
基 金:聊城大学横向课题项目(K20LD31);山东省住房城乡建设科技计划项目(2022-K9-1);聊城大学科研基金立项项目(318011901)。
摘 要:地震滑坡是地震引发的常见地震灾害,地震作为诱发因素,其产生的地震惯性力和超孔隙水压力是直接因素。根据对滑坡的作用过程,可以分为启动动力效应、变形位移加速效应、累进破坏效应三个过程。根据滑坡发生特点,将地震滑坡分为了五种类型,即整体滑动型、碎裂滑动型、坠落~滑动型、倾倒~滑落型和复合型五类,并详细分析了这五种类型的滑动特点、滑动过程和滑动机制。对于地震滑坡的防治具有重要的理论和工程意义。Earthquake landslide is a common earthquake disaster caused by earthquake.As an inducing factor,earthquake inertia force and excess pore water pressure are direct factors.According to the action process of landslide,it could be divided into three processes:starting dynamic effect,deformation displacement acceleration effect and progressive failure response.According to the occurrence characteristics of landslides,seismic landslides were divided into five types,namely,integral sliding type,cataclastic sliding type,falling sliding type,dumping sliding type and composite type.The sliding characteristics,sliding process and sliding mechanism of these five types were analyzed in detail.It had important theoretical and engineering significance for the prevention and control of earthquake landslides.
分 类 号:P642.22[天文地球—工程地质学]
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