岩土工程学报2012，Vol.34Issue(10)：1896-1902,7.
埋入式抗滑桩振动台模型试验分析
Shaking table model tests on embedded anti-slide piles
摘要
Abstract
In recent years, due to its own characteristics in the slope support, the embedded anti-slide pile has been widely applied, and it has become the main way of the slope support. In the static case, the research of the embedded anti-slide pile has already been relatively mature, but the research in dynamic action is still less. The design of shaking table model tests on a slope is completed by inputting different types, frequencies, amplitudes of seismic waves and white noise excitation. The dynamic characteristics and regularity of dynamic response of embedded anti slide pile under the action of earthquake are discussed. The influence of the motion parameters on the dynamic characteristics and responses is investigated. And then this model is simulated, and some meaningful conclusions are drawn to better guide slope seismic design. The embedded anti-slide pile has a wide range of application prospect.关键词
动力强度折减法/埋入式抗滑桩/地震边坡支护/模型试验Key words
dynamic strength reduction method/embedded anti-slide pile/seismic slope support/model test分类
建筑与水利引用本文复制引用
许江波,郑颖人..埋入式抗滑桩振动台模型试验分析[J].岩土工程学报,2012,34(10):1896-1902,7.基金项目
重庆市基金项目 （）
科技部（973）项目 （）
