上海铁道大学学报(理工辑)2000，Vol.21Issue(10)：96-99,4.
真空排水固结法处理软土地基的数值模拟
Numerical Simulation for Consolidation of Soft－Clay Foundations by Means of the Vacuum Drainage Technique
摘要
Abstract
Based on the 3 - D consolidation theory for homogeneous, saturated and poroelastic media by Biot, this paper, employing the corresponding variational principle, develops a finite element method for axisymmetric problems. As an exanple, procedure of soft－ clay foundation reinforcement by means of the vacuum drainage technique for a sea－filling engineering in Malaysia is simulated.关键词
软土地基/真空排水固结法/变分原理/有限单元法Key words
soft－clay foundation/vacum drainage technique/varitational principle/finite eletment method分类
建筑与水利引用本文复制引用
李尧臣,周顺华..真空排水固结法处理软土地基的数值模拟[J].上海铁道大学学报(理工辑),2000,21(10):96-99,4.
