Journal of the Korean Geotechnical Society (한국지반공학회논문집)

Korean Geotechnical Society (한국지반공학회)
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Coupled Effect of Pile/Slope Systems

억지말뚝-사면의 상호작용 효과

  • Published : 2003.10.01
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Abstract

In this paper, a numerical comparison of predictions by limit equilibrium analysis and 3D analysis is presented for slope/pile system. Special attention is given to the coupled analysis based on the explicit finite difference code, FLAC 3D. To this end, an internal routine (FISH) was developed to calculate a factor of safety for a file reinforced slope according to shear strength reduction technique. The case of coupled analyses was performed for stabilizing piles in slope in which the pile response and slope stability are considered simultaneously. In this study, by using these methods, the failure surfaces and factors of safety were compared and analyzed in several cases, such as toe, middle and top of the slope, respectively. Furthermore, the coupled method based on shear strength reduction technique was verified by the comparison with other analysis results.

본 연구에서는 억지말뚝으로 보강된 사면에서 한계평형 해석법과 3차원 해석 결과를 비교 분석하였다. 특히, 유한차분법을 이용한 FLAC 3D를 바탕으로 하는 커플링 해석에 주안점을 두었으며, FLAC을 이용하여 전단강도감소기법에 따른 보강사면의 안전율을 계산하기 위해 FLAC의 내장언어인 FISH를 이용하여 작성하였다. 커플링 해석에서 억지말뚝에 의한 안정화된 사면을 해석하기 위해 말뚝의 거동과 사면안정을 동시에 고려하였다. 따라서 본 연구에서는 이 두 방법을 적용하여 일렬 억지말뚝이 사면선단, 중앙부, 정부에 위치할 경우에 있어서 각각의 활동 파괴면 및 안전율을 비교 분석하였으며 강도정수 감소법을 적용한 해석기법의 적용성과 타당성에 대한 분석을 수행하였다.

Keywords

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