Journal of the Korea institute for structural maintenance and inspection (한국구조물진단유지관리공학회 논문집)
- Volume 4 Issue 1
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- Pages.101-110
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- 2000
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- 2234-6937(pISSN)
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- 2287-6979(eISSN)
Stability Analysis and Reinforcement of Large Excavated Slope considering Precipitation Infiltration in Rainy Season
강우침투로 인한 대절취사면의 붕괴안정성검토 및 대책
- Received : 1999.12.24
- Published : 2000.01.31
Abstract
In case heavy rainfall is a key factor of slope failure, the failure zone is usually developed within the depth of 3~5m from the ground surface regardless of the location of the watertable. If rainfall is taken into consideration, it is general that the slope stability analysis is carried out under the assumption that the cut slope is saturated to the slope surface or the watertable elevates to a certain height so that