Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2008.10a
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- Pages.176-183
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- 2008
Importance of global slope stability analysis in design of geosynthetic reinforced walls in tiered configuration
계단식 보강토 옹벽 설계시 사면안정해석의 중요성
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Yoo, Chung-Sik
(Dept. of Civil Engineering, Univ. of Sungkyunkwan Univ.) ;
- Kim, Sun-Bin (Dept. of Civil Engineering, Univ. of Sungkyunkwan Univ.)
- Published : 2008.10.10
Abstract
This paper highlights the importance of carrying out global slope stability analysis as part of design calculations for geosynethetic walls in tiered configuration. Four design case histories were selected to examine the appropriateness of their design by performing additional slope stability analyses using the shear strength reduction method with in the frame work of finite element analysis. The results indicated that all of the walls examined, which were designed to meet the current design guide lines, did not satisfy the global slope stability requirement, and that longer reinforcements are required in the upper tiers to achieve the minimum factor of safety. Practical implications of the findings are discussed.
Keywords
- geosynthetic reinforced wall;
- tiered configuration;
- global slope stability;
- strength reduction method;
- finite element analysis