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《JOURNAL OF NANCHANG UNIVERSITY(ENGINEERING & TECHNOLOGY)》 2000-01
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Solution to Biot Consolidation Equation in the Interior of Multi-layered Foundation Bearing Force at a Point

Zhang Hua 1 Lin Qiong 2 Wang Jianhua 3 (1.Nanchang Hydraulic and Hydroelectric Junior College,Nanchang 330029,China; 2.Fujian Architecture Research Institute,Fuzhou 350002,China; 3.Shanghai Jiaotong University,Shang  
Schiffman displacement function is applied.With Hankel transforms and Laplace transforms,single-deck saturated soil matrix deduced by degrees and semi-space saturated soil rigidity matrix are set up.Border conditions and original function-rigidity matrix are employed.The solution of displacement,stress and pressure in pores are gained for the force at a point in the interior of a multi-layered saturated soil in half space.As multi-layered foundation degenerates into semi-space saturated soil,calculation consequences declare that when t→∞, calculation consequence is the same as Mindlin consequence.
【CateGory Index】: TU47
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1 AI Zhi-yong,CHENG Zhi-yong,ZHAO Xi-hong(Department of Geotechnical Engineering,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);A Solution of Three Dimensional Biot Consolidation of Multi-layered Soils[J];Chinese Journal of Underground Space and Engineering;2008-02
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【Co-citations】
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1 AI Zhi-yong,CHENG Zhi-yong,ZHAO Xi-hong(Department of Geotechnical Engineering,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);A Solution of Three Dimensional Biot Consolidation of Multi-layered Soils[J];Chinese Journal of Underground Space and Engineering;2008-02
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