岩土力学2017，Vol.38Issue(8)：2249-2260,12.DOI:10.16285/j.rsm.2017.08.013
大型堆积体边坡基-覆界面及坡面动态响应特性试验研究
Dynamic response characteristics of slope surface and rock-soil boundary in deposit slope
摘要
Abstract
Under the action of earthquake,the deformation and failure mode of the deposit slope depends on many factors.To study the influence of the inclination of slope surface and rock-soil boundary on the dynamic response of the deposit slope,a model test using a horizontal shaking table was conducted to simulate the failure process and dynamic response of the deposit slope under different inclination conditions.The results show that the failure mode of the deposit slope was controlled by both slope surface and rock-soil boundary.When the dip angle of the rock-soil boundary was in a certain extent (less than 20°),only local collapse in the slope occurred.As the dip angle of the rock-soil boundary increased,the failure mode of the deposit slope gradually turned from local collapse to entire sliding.Moreover,the inclination of slope surface controlled the extent of collapse.关键词
堆积体边坡/地震/动力响应/变形破坏模式Key words
deposit slope/earthquake/dynamic response/deformation and failure mode分类
建筑与水利引用本文复制引用
梁敬轩,胡卸文,叶正晖,罗刚,刁仁辉,马洪生..大型堆积体边坡基-覆界面及坡面动态响应特性试验研究[J].岩土力学,2017,38(8):2249-2260,12.基金项目
国家自然科学基金项目(No.41372293,No.41672283) （No.41372293,No.41672283）
四川省国土资源厅科学研究计划(No.KJ-2014-10,No.KJ-2015-18,No.KJ-2016-8) （No.KJ-2014-10,No.KJ-2015-18,No.KJ-2016-8）
长江学者和创新团队发展计划资助(No.PCSIRT) （No.PCSIRT）
本科研课题资助(四川交通建设科技项目2015A1-3) (No.2015A1-3).This work was supported by the National Natural Science Foundation of China(41372293,41672283),the Science Research Project of Sichuan Province Land and Research Department(KJ-2014-10,KJ-2015-18,KJ-2016-8),the Program for Changjiang Scholars and Innovative Research Team in University(PCSIRT) and the Undergraduate Research Project Funding(Sichuan Transportation Construction of Science and Technology)(2015A1-3). （四川交通建设科技项目2015A1-3）
