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多层地基二维 Biot 固结的理论解答
引用本文:胡亚元,王立忠,陈云敏,吴世明. 多层地基二维 Biot 固结的理论解答[J]. 岩土工程学报, 1998, 20(5): 20-24
作者姓名:胡亚元  王立忠  陈云敏  吴世明
作者单位:浙江大学岩土工程研究所;
摘    要:采用积分变换、算子法研究了多层地基二维Biot固结问题,获得地基表面作用荷载时任意层内任意点应力(包括孔压)、位移(包括流体流量)的一般积分形式解。按照本文的方法也能获得多层地基Biot固结的“Mindlin问题”的解答。本文的结论可推广应用于边界元法求解多层二维Biot固结问题。

关 键 词:Biot固结理论  积分变换  算子法  积分解  

The theoretical solution of two dimensional biot’s consolidation of layered soils
Hu Yayuan,Wang Lizhong,Chen Yunmin,Wu Shiming. The theoretical solution of two dimensional biot’s consolidation of layered soils[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 20-24
Authors:Hu Yayuan  Wang Lizhong  Chen Yunmin  Wu Shiming
Affiliation:The Geotechnical Engineering Institute of Zhejiang University Hangzhou 310027
Abstract:Based on Biots theory , the two dimensional consolidation problems of layered soils are studied by means of integral transform method and the arithmetic method. The general integral solutions of stress (including pore pressure) and displacement (including fluid flow) in any layer are derived with the loading acting on the surface of soils. According to the methods proposed in this paper, the consolidation solution of “Mindlin” problem in layered soils can also be achieved. The results obtained in the paper can be utilized to solve the two dimensional consolidation of layered soils by boundary method.
Keywords:Biot theory of consolidation  integral transform  integral solution.
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