보강토 옹벽의 파괴거동에 대한 수치해석적 연구
The Study of Numerical Analysis on Failure Behavior of Reinforced Soil Wall
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This paper is concerned with the numerical evaluation of the failure behavior of reinforced soil walls based on the elasto-plastic theory. At first, the basic analysis on the failure behavior of reinforced soil walls are discussed. Parametric study of the major factors influencing the failure behavior is conducted by FEM. The objectives are to identify and evaluate the major facts influencing the failure mode of reinforced soil walls. The results of the parametric study on the failure behavior due to soil friction angle, reinforcement type, and reinforecement length are analysed.
Abstract
This paper is concerned with the numerical evaluation of the failure behavior of reinforced soil walls based on the elasto-plastic theory. At first, the basic analysis on the failure behavior of reinforced soil walls are discussed. Parametric study of the major factors influencing the failure behavior is conducted by FEM. The objectives are to identify and evaluate the major facts influencing the failure mode of reinforced soil walls. The results of the parametric study on the failure behavior due to soil friction angle, reinforcement type, and reinforecement length are analysed.
참고문헌 (9)
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- 원명수, "점성토를 활용한 토목섬유 보강토벽의 변형 거통에 관한 연구", 박사, pp.2001
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- Das,B.M, "Principles of Foundation Engineering, 6th Edition", Cengage Leaning, pp.414~441 (2007)
- Holtz,R.D, "Geosynthetics for Soil Reinforcement, in: The Ninth Spencer J. Buchanan Lecture" (2001), University of Washington
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