路基工程Issue(1)：101-107,7.DOI:10.13379/j.issn.1003-8825.2018.01.22
下伏软弱层反倾边坡的动力响应物理模型试验研究
Experimental Study on Dynamic Response Physical Model of Counter-tilt Slope of Underlying Soft Stratum
摘要
Abstract
Based on the Prototype of Guantan landslide,the physical model of counter-tilt slope of underlying soft stratum is designed and fabricated to conduct simulation test so as to study its dynamic response rules and the similar design,test scheme design and simulation test results analysis of physical model test are illustrated in detail.Finally,the dynamic response rules of the physical model are obtained through comparing the relationship between the acceleration peak value and acceleration amplification factor of the measuring points in two loading modes.关键词
罐滩滑坡/下伏软弱层/反倾边坡/动力响应/物理模型Key words
Guantan landslide/underlying soft stratum/counter-tilt slope/dynamic response/physical model分类
交通工程引用本文复制引用
王率,徐佩华,李光,阮云凯,陈晓雪,陈东辉..下伏软弱层反倾边坡的动力响应物理模型试验研究[J].路基工程,2018,(1):101-107,7.基金项目
国家自然科学基金项目(43102218) （43102218）
国土资源部公益性项目(201211095) （201211095）
