GEOSYNTHETIC REINFORCED SLOPES : LIMIT EQUILIBRIUM AND FINITE ELEMENT ANALYSES
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概要
- 論文の詳細を見る
This note presents a comparative study of geosynthetic reinforced slope analyses. The comparison is between predictions of a finite element (FE) method and a limit equilibrium (LE) method. The comparisons are limited to the potential failure surface and the maximum tensile force developed in the geosynthetic reinforcement layers. These two items signify the design output in the LE analysis of geosynthetic reinforced slopes. The agreement between EE and LE methods is found to be reasonably good in terms of both location of critical slip surfaces and required strength of reinforcement.
- 社団法人地盤工学会の論文
- 1994-06-15
著者
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LESHCHINSKY DOV
Department of Civil Engineering, University of Delaware
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松井 保
Department Of Civil Engineering Osaka University
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SAN KA-CHING
Geotop Corporation, and Research Fellow, Department of Civil Engineering, Osaka University
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San Ka-ching
Geotop Corporation And Research Fellow Depertment Of Civil Engineering Osaka University
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Leshchinsky Dov
Department Of Civil And Environmental Engineering University Of Delaware
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San Ka-ching
Geotop Corporation And Research Fellow Department Of Civil Engineering Osaka University
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