固体垃圾填埋场古滑坡稳定性研究  

Study on the stability of ancient landslide in the solid landfill site

作　　者：王义军[1] WANG Yijun(Chengdu Institute of Surveying and Investigation, Chengdu 610081,China)

机构地区：[1]成都市勘察测绘研究院,四川成都610081

出　　处：《山东理工大学学报（自然科学版）》2018年第2期56-58,65,共4页Journal of Shandong University of Technology:Natural Science Edition

摘　　要：以成都市固体废弃物卫生处置场古滑坡为地质原型,根据滑坡的变形破坏特征以及滑坡的结构特征,通过工程地质分析和数值模拟的方法,对边坡的变形破坏特征和变形破坏机制进行分析.提出了浅表层滑坡的变形破坏机制及影响因素,并对滑坡的变形破坏趋势进行了预测和评价.The stability of the ancient landslide in Chengdu solid waste sanitary disposal sites is analyzed based on the deformation and structural characters of the landslide,using geological analysis and numerical simulation method.The deformation and failure mechanism of the superficial landslide and its influencing factors are put forward,and the deformation and failure trend of the landslide is predicted and evaluated.

关 键 词：浅表层滑坡 数值模拟 变形破坏机制 影响因素 

分 类 号：P642.22[天文地球—工程地质学]