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非饱和土一维固结的半解析解
引用本文:秦爱芳,孙德安,谈永卫.非饱和土一维固结的半解析解[J].应用数学和力学,2010,31(2).
作者姓名:秦爱芳  孙德安  谈永卫
作者单位:1. 上海大学,土木工程系,上海,200072
2. 同济大学,地下建筑与工程系,上海,200092;同济大学,岩土及地下工程教育部重点实验室,上海,200092
摘    要:首先对Fredlund的非饱和土一维固结理论进行简化,由得到的液相及气相的控制方程、Darcy定律及Fick定律,经Laplace变换及Cayley-Hamilton定理构造了顶面状态向量与任意深度处状态向量间的传递关系;通过引入边界条件,得到了大面积瞬时加荷情况多种边界条件下Laplace变换域内的超孔隙水压力、超孔隙气压力及土层沉降的解;采用Crump方法编制程序实现Laplace逆转换,得到了时间域内的超孔隙水压力、超孔隙气压力、土层沉降的半解析解;引用典型算例,对单面排水排气情况,与已有的解析解进行对比,验证其正确性;对单面排气不排水情况,与差分法结果进行对比进一步证明半解析解的正确性,并进行固结特性分析.该研究对非饱和土一维固结的研究具有重要的意义.

关 键 词:一维固结  非饱和土  超孔隙水压力  超孔隙气压力  半解析解

Semi-Analytical Solution to One-Dimensional Consolidation in Unsaturated Soils
QIN Ai-fang,SUN De-an,TAN Yong-wei.Semi-Analytical Solution to One-Dimensional Consolidation in Unsaturated Soils[J].Applied Mathematics and Mechanics,2010,31(2).
Authors:QIN Ai-fang  SUN De-an  TAN Yong-wei
Institution:QIN Ai-fang1,SUN De-an1,TAN Yong-wei2,3(1.Department of Civil Engineering,Shanghai University,Shanghai 200072,P.R.China,2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,3.Key Laboratory of Geotechnical , Underground Engineering of Ministry of Education,P.R.China)
Abstract:A series of semi-analytical solutions to one-dimensional consolidation in unsaturated soil were obtained.First,the air governing equation by Fredlund for unsaturated soil consolidation was simplified.Then,by applying the Laplace transform and Cayley-Hamilton theorem to the air and water governing equations of simplified,Darcy's law and Fick's law,the transfer function between the state vectors at top and at any depth was constructed.Finally,by introducing the boundary conditions,the excess pore-water pressu...
Keywords:one-dimensional consolidation  unsaturated soil  excess pore-water pressure  excess pore-air pressure  semi-analytical solution
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