水利水电科技进展2018，Vol.38Issue(4)：81-88,8.DOI:10.3880/j.issn.1006-7647.2018.04.014
地震作用下岩体边坡破坏机制及稳定性研究进展
Advances in failure mechanisms and stability of rock slopes under earthquake action
摘要
Abstract
From the viewpoint of rock mass structure control,the research progress of dynamic stability and damage mechanisms for rock slopes of massive structures,layered structures,fragmented structures,and discrete structures in recent years is reviewed in terms of theoretical analysis,numerical simulation and experimental research.The failure modes of rock mass slopes with different structures under earthquake action are summarized systematically.Aiming at the shortcomings of the current research on the failure mechanism and stability of rock slopes under earthquake load,it is pointed out that the influence of spatial variation of earthquakes on the deformation and stability of rock slopes should be considered.The study on the internal structural characteristics of rock mass should be strengthened and the accuracy of physical model test should be improved.In addition,the failure mechanism of rock slopes under the joint action of groundwater and earthquakes should be further studied.关键词
岩体边坡/地震作用/岩体结构/边坡稳定/破坏机制/综述Key words
rock slope/earthquake action/rock mass structure/slope stability/failure mechanism/review分类
建筑与水利引用本文复制引用
寇昊,李宁,郭双枫..地震作用下岩体边坡破坏机制及稳定性研究进展[J].水利水电科技进展,2018,38(4):81-88,8.基金项目
国家自然科学基金(11572246,51779207) （11572246,51779207）
