摘要
给出了横观各向同性圆柱土样轴对称Biot固结的封闭级数解,该解由满足非齐次边界条件的弹性力学解与满足齐次边界条件的渗流拟动态解的叠加构成。通过算例分析,探讨了横观各向土体的Biot固结规律和Mandel-Cryer效应。
For axisymmetric Biot consolidation of columnar cross-isotropic soil-sample, there appears the series solution consists of an elasticity solution which meets inhomogeneous boundary conditions and a quasi-dynamic solution of seepage flow which meets homogenerous boundary. And through numerical example analysis, some Biot consolidation characters and Mandel-Cryer effect of columnar cross-isotropic soil-sample are investigated.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2002年第6期765-769,共5页
Rock and Soil Mechanics
基金
河南省教育厅自然科学基金资助项目(编号:99410001)
