岩土力学2012，Vol.33Issue(2)：515-523,9.
地震力作用下基覆边坡模型试验研究
Experimental research on seismic failure mode and supporting for slope of bedrock and overburden layer
摘要
Abstract
According to the site investigation of Wenchuan disaster area's statistics data as the background, the experiment model is made selecting Yugongmiao slope as the reference. The similarities of main parameters are analyzed based on dimensional analysis. The underwater blasting is used to simulate seismic wave (near-field), and a large number of model tests are conducted. The results show that the failure model of bedrock and overburden layer slope under seismic loading is surface loose media flowing caused by the tension of superficial layer, and with the increase of explosives (seismic intensity), seismic accelerations increase. It is very useful to design of gravity retaining wall and pile-wall structures. These conclusions can provide some bases for analysis and research of high-steep slopes along railways and highways.关键词
水下爆炸/基覆边坡/桩板墙/重力式挡土墙/加速度/土压力/地震烈度Key words
underwater blasting/ bedrock and overburden layer slope/ pile wall/ gravity retaining wall/ acceleration/ soil pressure/seismic intensity分类
建筑与水利引用本文复制引用
赵安平,冯春,李世海,艾畅,刘洋..地震力作用下基覆边坡模型试验研究[J].岩土力学,2012,33(2):515-523,9.基金项目
国家重点基础研究发展计划(973)项目资助(No.2010CB731500) （973）
国家自然科学基金重点项目资助(No.10632100) （No.10632100）
青年科学基金项目资助(No.A020209). （No.A020209）
