Terzaghi一维固结理论研究综述  

Current Research of Terzaghi One-dimensional Consolidation Theory

作　　者：问延煦[1] 施建勇[1] 

机构地区：[1]河海大学岩土工程研究所,江苏南京210098

出　　处：《西部探矿工程》2003年第2期1-4,共4页West-China Exploration Engineering

摘　　要：针对Terzaghi一维固结理论自身存在的不足 ,从三维固结、固结系数的合理测定、饱和粘土的应力应变关系、达西定律有效性、大变形固结理论、成层地基固结理论、次固结效应。The improvement of the current research on Terzaghi one-dimensional consolidation theory is shown from the following aspects: three dimensional consolidation theory, ways to determine the parameter Cv, stress-strain relationship, and validity of the Darcy's law, consolidation theory of large deformation, one-dimensional consolidation of layered systems, secondary compression, the hypothesis that every strain shares the same number.

关 键 词：Terzaghi一维固结理论 固结参数 固结度 应力 应变 饱和粘土 

分 类 号：TU411.5[建筑科学—岩土工程]