摘要
根据河堤和边坡的实际地质模型,基于线弹性理论的本构方程,通过有限元模拟分析,定量地揭示和模拟边坡及河堤的破坏、变形和失稳前后的过程和机制,探讨了高压及水流作用下防渗墙的破坏机理,并对边坡整治及河堤防渗加固提供可行的论证和建议。
According to the practical geology model of dike and slope,by means of the finite element analysis with the constitutive equation based on the elasticity,the process and mechanism of rupture ,deformation and failure are simulated and the failure mechanism of cut-off wall by high pressure and water flow is .Also viable suggestions for dredging of slope and cutting-off reinforcing of dike are given.
出处
《西安工程学院学报》
2002年第4期48-53,共6页
Journal of Xi'an Engineering University
