Case study of a landslide in colluvial deposits

被引：0
|
作者：
Seok, JW [1 ]
Kim, MM [1 ]
机构：
[1] Seoul Natl Univ, Seoul, South Korea
来源：
GEOTECHNICAL ENGINEERING MEETING SOCIETY'S NEEDS, VOL 3 | 2003年
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A landslide that occurred after heavy rainfall in colluvial deposits is investigated. In this case, a retaining wall at the toe of a slope ruptured, due to increased water pressure acting on the wall. This was followed by slope failure in the backfill. The physical situation of the slope-retaining wall system at failure is determined through field investigation. The equilibrium of the system is analyzed to back-calculate the groundwater level in the backfill of the retaining wall at failure. Based on this analysis, remedial works are proposed to stabilize the slope.
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收藏
页码：277 / 280
页数：4
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