长春工程学院学报（自然科学版）Issue(3)：109-112,4.DOI:10.3969/j.issn.1009-8984.2014.03.030
阆中市陈家岩滑坡成因机制及稳定性分析
The genesis mechanism and stability analysis of Chenjiayan landslide in Langzhong County
郑莉莉 1孙威 1何登全1
作者信息
- 1. 四川蜀都地质工程勘察院，成都610100
- 折叠
摘要
Abstract
Chenjiayan landslide is a small-scale soil landslide of landslide debris sliding along the base and cover layer interface ,and the deformation mode is creep-fracturing .There is a vertical-floating wall in the leading edge because of roads construction ,and in the role of heavy rainfall ,the rear of the landslide sank firstly with the partial surface slumping ,which resulted in the passage of the front as well as the collapse of half-village road .The landslide threats seriously to the life and property safety of the residents and passing pedestrians and vehicles on the village road .According to the deformation characteristics of the landslide , this paper analyzes the genesis mechanism and stability of it ,and proposes an integrated control measure of“retaining wall+tamp-fill crack” correspondingly .关键词
陈家岩滑坡/成因机制/稳定性/治理措施Key words
Chenjiayan landslide/genesis mechanism/stability/control measure分类
天文与地球科学引用本文复制引用
郑莉莉,孙威,何登全..阆中市陈家岩滑坡成因机制及稳定性分析[J].长春工程学院学报（自然科学版）,2014,(3):109-112,4.
