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Position: Home > Articles > A Study on Stability of Loess Landslide and Relative Countermeasures——Exemplified by Mingshenggong Landslide Bulletin of Soil and Water Conservation 2002,22 (3) 25-27

黄土滑坡稳定性及其整治对策研究——以明圣宫滑坡为例

作  者:
郑书彦;李占斌;李喜安
单  位:
中国科学院水土保持研究所;长安大学
关键词:
黄土滑坡;明圣宫;稳定性;整治对策
摘  要:
位于骊山的明圣宫滑坡是一个古滑坡 ,在现场调查的基础上 ,为进行稳定性评价 ,对滑坡的形成条件进行了详细的研究 ,明圣宫滑坡活动的原因是地层、大气降水、地下水、地貌条件、滑动带贯通、拉张裂隙形成等综合因素作用的结果。应用极限平衡法进行分析得知 ,明圣宫滑坡已处于不稳定状态而必须及时整治 ,以防止灾害的进一步扩大
译  名:
A Study on Stability of Loess Landslide and Relative Countermeasures——Exemplified by Mingshenggong Landslide
作  者:
ZHENG Shu yan 1,2 , LI Zhan bin 1, LI Xi an 2(1.Institute of Soil and Water Conservation, Chinese Academy of Sciences, Yangling 712100, Shaanxi Province, China; 2.Chang'an University, Xi'an 710054, China)
关键词:
loess landslide; Mingshenggong; stability; countermeasures
摘  要:
the Mingshenggong landslide, which lies in Lishan mountain, is an old landslide. In order to study the stability of the Mingshenggong landslide, the authors study in details the formation condition based on the plot investigation. The Mingshenggong landslide is caused by synthetic factors, such as layers, precipitation, ground water, physiognomy, slipping belt and crannies. According to the limit balance method, the Mingshenggong landslide is under an instability situation and has to be dealt with promptly.

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