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汤永净, 陈志芬, 黄崇福, 侯学渊. 地下连续墙水平变形的可靠性验证及优化分析[J]. 岩土工程学报, 2005, 27(3): 288-293.
引用本文: 汤永净, 陈志芬, 黄崇福, 侯学渊. 地下连续墙水平变形的可靠性验证及优化分析[J]. 岩土工程学报, 2005, 27(3): 288-293.
TANG Yongjing, CHEN Zhifen, HUANG Chongfu, HOU Xueyuan. Horizontal deformation reliability verification in diaphragm wall and its optimal analysis[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 288-293.
Citation: TANG Yongjing, CHEN Zhifen, HUANG Chongfu, HOU Xueyuan. Horizontal deformation reliability verification in diaphragm wall and its optimal analysis[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(3): 288-293.

地下连续墙水平变形的可靠性验证及优化分析

Horizontal deformation reliability verification in diaphragm wall and its optimal analysis

  • 摘要: 地下连续墙的入土比、配筋率和连续墙厚度是影响地下连续墙水平变形的主要因素,用入土比和配筋率的语言变量为元素构造信息矩阵,从中择优提取模糊规则,构成信息网块。再通过对信息网块的合理翻译和综合求出模糊关系矩阵,采用主因素突出型合成算法I-M(∧,∨)和普通法推算出入土比及配筋率在某一范围内固定时地下连续墙水平变形值的最大可能值;最后给出变形值各可能性的可靠性,两种方法所得结论具有较好的一致性。

     

    Abstract: Ratio of penetration depth to excavation depth and ratio of reinforcement of diaphragm wall are the most important factors that influence horizontal deformation in diaphragm wall. Primary information matrix is constructed with these factors. Optimal fuzzy rule is extracted from the information matrix and information net-block is constructed based on the optimal fuzzy rule. Fuzzy relationship matrix is obtained comprehensively through translating information net-block. Synthetic method model which is I-M(∧,∨)and point multiplication have been used to calculate the possible maximum value of horizontal deformation in diaphragm wall when ratio of penetration depth to excavation depth and ratio of reinforcement are given within a suitable range. The possibilities based on I-M and point multiplication are consistent.

     

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