砂土震动液化势评定中的模糊数学方法
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FUZZY MATHMATICAL METHOD IN EVALUATION OF SAND AND SOIL VIBRATING LIQUEFACTION POTENTIAL
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    摘要:

    本文利用二维信息分配概念及模糊近似推论公式对砂土震动液化势进行了定量研究。文中利用日本学者时松孝次收集的世界各地100个地点的砂土震动液化势资料建立了应力比(τd/σ01)、修正标准贯入击数(N1)和砂土震动液化势之间的模糊关系(R),并结合作者收集的45个地点的砂土震动液化势资料对该方法进行了验证,其成功率达82%达到了今人满意的程度。

    Abstract:

    In this paper, the quantitative research of sand and soal vibrating liquefaction potential is made with 2-dimentional information distribution concept and the formula of fuzzy approximate inferrence. Based on the data of sand and soil vibrating Iiquefaction potential collected by Japanese scholars, Kohji Tokimasu and Yoshiaki Yoshimi, at one hundred places all over the world, fuzzy relation (R)hasbeen established among stress ratio (τd/σ01), normalized standard penetration test (N1) and sand and soil vibrating liquefaction potential. The deta the author collected on 45 historical liquefaction spots are verified with this method and the results show that the rate of success accounts for 82 per cent of the total.

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王家鼎.砂土震动液化势评定中的模糊数学方法[J].地震工程学报,1985,7(3):35-48. Wang Jiading. FUZZY MATHMATICAL METHOD IN EVALUATION OF SAND AND SOIL VIBRATING LIQUEFACTION POTENTIAL[J]. China Earthquake Engineering Journal,1985,7(3):35-48.

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  • 收稿日期:1985-01-10
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  • 在线发布日期: 2017-07-04