An analysis of stability on rock slope by changing water level

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An analysis of stability on rock slope by changing water level

A quarry with 105 m height large cut slope was analyzed. Beside RMR and SMR methods, FLAC2D were adopted to analyze slope stability. As a result, slope of and a site had a possibility of failure. Wet slope showed low safety factor. Soil nailing was recommended to solve it. Since safety factor of slo...

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Bibliographic Details
Main Author:	Jang, Hyong Doo
Format:	Journal Article
Published:	Korean Society for Rock Mechanics 2010
Online Access:	http://hdl.handle.net/20.500.11937/36691

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