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Back Analysis of Earth Retaining Wall Using Increment of Sequential Displacement  

장범수 (시설안전기술공단 기술개발지원실)
이승훈 (현대건설기술연구소)
김종민 (세종대학교 토목환경공학과)
김수일 (연세대학교 토목공학과)
Publication Information
Journal of the Korean Geotechnical Society / v.19, no.5, 2003 , pp. 7-14 More about this Journal
Abstract
In the back analysis of braced excavation based on displacement measurements, the accumulated errors of abnormal displacement caused by unexpected loads are usually observed. To minimize such errors, in this study, displacement increment was used fur back analysis rather than displacement for the conventional method. That is, the increment of sequential displacement is used as the objective function and the back analysis program is developed by taking advantage of sequential linear programming method by modified method of feasible directions. Based on small scale model test, the analysis of proposed method is verified.
Keywords
Back analysis; Braced excavation Coefficient of earth pressure; Elastoplastic model; Optimum formulation; Sequential linear programming;
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