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http://dx.doi.org/10.14481/jkges.2011.12.8.3

A Study on the Collapse Reason by Slope Stability Analysis Considering Construction Stages  

Byun, Yoseph (한양대학교 대학원 건설환경공학과)
Jang, Hyeonkil (KR산업)
Jung, Kyoungsik (한양대학교 대학원 건설환경공학과)
Chun, Byungsik (한양대학교 공과대학 건설환경공학과)
Publication Information
Journal of the Korean GEO-environmental Society / v.12, no.8, 2011 , pp. 25-31 More about this Journal
Abstract
In recent rainy seasons, severe rain storms have caused frequent reinforced retaining wall collapses and slope sliding which have lead to casualties. In this paper, investigating cases of reinforced retaining wall failure, the causes of cracks in reinforced retaining wall and slope sliding have been examined, and a finite element analysis considering the construction phase has been done to analyze the cause and characteristics of slope sliding. As a result, reinforced retaining wall displacement has increased due to heavy rain storms and the increase size has been shown to be large. From these results, it has been analyzed that pile driving can have an effect on the collapse of reinforced retaining walls.
Keywords
Reinforced retaining wall; Sliding; pile; Geosynthetic; Collapse;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
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