• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1090-1097
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• 2008

This study conducted the decision method of lateral flow in abutment structures founded on the soft soils and the reliability analysis on the foundation pile for abutment. On the basis of the results, this study proposed the reliability design model. Reliability analysis was conducted by applying second moment method, point estimation method, and expected total cost minimization to lateral movement index, lateral movement decision index, modified lateral movement decision index, and circular failure safety factor for the decision criteria of lateral flow. The reliability index by analysis method had a similar tendency each other. Point estimation method was found as a practical method in the aspect of convenience because it could conduct the analysis only by mean and standard deviation as well as the partial derivative on random variables was not necessary. Optimum reliability index and optimum safety according to increasing in failure factors and load ratio were analyzed and loads and resistance factors of the design criteria of optimum reliability were estimated. It presented rational design model which can consider construction level and stability and economical efficiency overall.

• 한국산학기술학회논문지
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• 제13권3호
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• pp.1359-1369
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• 2012

연약지반 상에 설치하는 교대의 말뚝기초는 편재하중으로 인하여 교대의 측방변위가 발생하는 경우 사례가 자주 있다. 본 연구에서는 측방변위가 발생된 국내 ${\bigcirc}{\bigcirc}$교량의 측방유동에 대하여 측방유동지수(F)에 의한 판정법, 측방유동판정수(I), 수정 I지수($M_I$)법에 의한 판정법과 유한요소법으로 판정하였다. 또한 계측관리를 통하여 측방유동의 진행성과 일련의 지반조사, 토질시험을 통하여 측방유동의 원인을 분석한 결과 설계시 예측하였던 압밀에 의한 전단 강도의 증가가 적어 전단강도의 부족으로 인하여 측방유동이 발생한 것으로 판단되었다. 보강방안으로는 압성토와 앵커보강을 병용하는 방안을 선정하였고 그 효용성을 유한요소법을 이용한 수치해석으로 확인하였다.