摘要
根据含水层(组)土骨架抽水压密与回灌膨胀力学机制的线性粘弹性应力-应变本构律,建立了关于粘弹性越流含水层组三维渗流模型.应用有限元法及有限差分法求解,得到了该模型的数值解,并应用于工程实践.
Based on the linear stress-strain relationship of soil with viscoelastic properties, the three dAncnsional seepage model in the leaky aquifer system with viscoelastic properties is established. By the finite element method and the finite difference method, the numerical solution to the model is obtained, and it is applied tO an engineering example.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
1995年第1期1-7,共7页
Journal of Tongji University:Natural Science
基金
国家自然科学基金