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结构性软土地基的非线性一维固结半解析解
引用本文:唐颖栋,周淼,江蓝. 结构性软土地基的非线性一维固结半解析解[J]. 地下空间与工程学报, 2007, 3(3): 450-452,457
作者姓名:唐颖栋  周淼  江蓝
作者单位:浙江省环境保护科学设计研究院,310007;浙江大学建筑工程学院,310027
摘    要:结合结构性软土压缩特性研究,通过运用多层地基一维固结解析解和迭代法,建立了能考虑土体结构性和土体自重的非线性一维固结问题的半解析方法,通过编程计算,得到了结构性软土的固结度随时间变化曲线,揭示了结构性软土地基的一维固结规律.

关 键 词:结构性土体  非线性固结  结构强度
文章编号:1673-0836(2007)03-0450-03
修稿时间:2006-05-15

One Dimensional Non-linear Semi-analytical Solution for Structural Soft Soils
TANG Ying-dong,ZHOU Miao,JIANG Lan. One Dimensional Non-linear Semi-analytical Solution for Structural Soft Soils[J]. Chinese Journal of Underground Space and Engineering, 2007, 3(3): 450-452,457
Authors:TANG Ying-dong  ZHOU Miao  JIANG Lan
Affiliation:1.ZheJiang Academy of Environmental Sciences 310007 P.R.China;2.College of Civil Engneering and Architecture of ZheJiang University 310027 P.R.China
Abstract:According to the compressibility of structured soft soil , based on the general analytical solution and iterative methods available for the problem of one - dimensional consolidation of layered soils, the semi - analytical solution for one dimensional non - linear soil consolidation considering the structure and self - weight is presented~ The computed results about the degree of consolidation demonstrate the behavior of structural soft soils.
Keywords:structured clay    nonlinear consolidation    structural strength
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