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基于块体集上限法的砂土中条形锚板抗拔承载力分析
引用本文:黄茂松,余生兵.基于块体集上限法的砂土中条形锚板抗拔承载力分析[J].岩土工程学报,2013,35(2):201-207.
作者姓名:黄茂松  余生兵
作者单位:1. 同济大学地下建筑与工程系,上海 200092; 2. 同济大学岩土及地下工程教育部重点实验室,上海 200092
基金项目:国家杰出青年科学基金项目(50825803);上海市优秀学科带头人计划项目(09XD1403900)
摘    要:运用块体集上限法详细分析了砂土中条形锚板的抗拔承载特性。首先分析了砂土中水平条形锚板的抗拔承载力,并与已有文献中的极限分析上限解、极限平衡解和模型试验结果等进行了详细对比,验证了本文分析的有效性。对比结果表明本文块体集上限分析的求解精度要高于多块体上限法和极限分析有限元法,具有较大的优越性。运用块体集上限法分析了条形锚板的破坏面特性,对不同土体内摩擦角和不同锚板埋深比(H/B)条件下砂土中条形锚板的破坏模式及其变化规律进行了详细的分析研究。

关 键 词:极限分析  块体集  条形锚板  抗拔承载力  砂土  
收稿时间:2012-04-09

Pull-out capacity of strip anchor plate in sand based on block set mechanism
HUANG Mao-song,YU Sheng-bing.Pull-out capacity of strip anchor plate in sand based on block set mechanism[J].Chinese Journal of Geotechnical Engineering,2013,35(2):201-207.
Authors:HUANG Mao-song  YU Sheng-bing
Affiliation:1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
Abstract:The block set mechanism is employed to analyze the pull-out characteristics of strip anchor plates in sand. An application to upper bound analyses of vertically loaded strip anchor plates is given first to illustrate the utility and effectiveness of the proposed method. Detailed comparisons with results obtained from other upper-bound limit analysis methods, limit equilibrium methods and model tests are included. It is shown that the accuracy of solutions obtained from the proposed mechanism is higher than that from the multi-rigid-block mechanism and finite element limit analysis methods. Then the analyses are extended into the characteristics of failure surface for strip anchor plates in sand. The shapes of failure surface under different soil friction angles and embedment ratios (H/B) are studied.
Keywords:limit analysis  block set mechanism  strip anchor plate  pull-out capacity  sand  
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