江苏大学主页平台管理系统 lichuanxun--Home-- Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient

李传勋

Gender:Male
Education Level:With Certificate of Graduation for Doctorate Study
Degree:doctor
Status:在本单位任职
School/Department:土木工程与力学学院
Date of Employment:2005-07-01
Administrative Position:教授

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Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient

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Affiliation of Author(s):土木工程与力学学院

ISSN No.:1000-7598

Translation or Not:no

Pre One:Buckling Analysis for Tapered Pile Considering Self-Weight of Pile

Next One:Approximate Analytical Solutions for One-Dimensional Consolidation of a Clay Layer with Variable Compressibility and Permeability under a Ramp Loading

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