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Large strain consolidation of sand-drained ground considering the well resistance and the variation of radial permeability coefficient

IF 1.5 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL
岩土力学 Pub Date : 2021-03-11 DOI:10.16285/J.RSM.2020.6029
Jiang Wen-hao, Zhang Liang-tong
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引用次数: 3
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考虑井阻和径向渗透系数变化的砂井地基大应变固结
本文章由计算机程序翻译，如有差异，请以英文原文为准。
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来源期刊
岩土力学
岩土力学 ENGINEERING, GEOLOGICAL-
CiteScore
3.50
自引率
40.00%
发文量
14753
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