간척지 온실기초 나무말뚝의 인발저항력 예측을 위한 실내모형시험 결과 비교·분석
Comparision Analysis of Model Test for Prediction of Uplift Resistance in the Reclaimed Land Greenhouse Foundation
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초록
The object of this paper was to evaulate modified proposed design equation in model test result in order to estimate uplift-resistance of timber pile ofreclaimed land greenhouse foundation. Uplift resistance result of model test was increased to according to increased of contact area. Uplift-resistanceresult of field test tend to lineary increased to according to increased of embedment depth and contact area. Results of field uplift-resistance was evaluatecompare with modified proposed design equation results of model test and Effective stress method. As the Effective stress method tend to underestimate,modified proposed design equation results of model test tend to similar type. As the contact area increase, difference between field uplift-resistanceresults and modified proposed design equation results of model test was considered uplift-speed.
Abstract
The object of this paper was to evaulate modified proposed design equation in model test result in order to estimate uplift-resistance of timber pile ofreclaimed land greenhouse foundation. Uplift resistance result of model test was increased to according to increased of contact area. Uplift-resistanceresult of field test tend to lineary increased to according to increased of embedment depth and contact area. Results of field uplift-resistance was evaluatecompare with modified proposed design equation results of model test and Effective stress method. As the Effective stress method tend to underestimate,modified proposed design equation results of model test tend to similar type. As the contact area increase, difference between field uplift-resistanceresults and modified proposed design equation results of model test was considered uplift-speed.
참고문헌 (12)
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