西北地震学报2012，Vol.34Issue(3)：209-214,6.DOI:10.3969/j.issn.1000-0844.2012.03.0209
地震作用下非贯通节理岩体斜坡破坏的物理模型试验研究
Physical Model Test of Rocky Slope Failure Containing Intermittent Joints under Earthquake Action
摘要
Abstract
In general the failure development process of high slope under seismic action is very short and intense, the failure mechanism is relatively complex. In this paper, a model test is a-dopted to study the response of intermittent joints rock slope under seismic load. The results in-dicate that the maximum strain is on the joints, the strain on upper part of the model is larger than the lower part. The coalescence mechanisms is complex, mostly are tensile-shear mixed fail-ure. The coalescence of joints didn't imply the destruction of the slope, but destroy the integrity of the slope, and made it in the critical condition. The physical test reveals the response and fail-ure mechanism of this type slope under the earthquake action, it will provide a useful reference and guide for theory application and engineering practice.关键词
地震作用/非贯通节理/斜坡破坏/贯通机理/物理模型试验Key words
Earthquake action/Intermittent joints/Slope failure/Coalescence mechanism/Physical model test分类
建筑与水利引用本文复制引用
倪振强,孔纪名,阿发友..地震作用下非贯通节理岩体斜坡破坏的物理模型试验研究[J].西北地震学报,2012,34(3):209-214,6.基金项目
国家自然科学基金重点项目(50639070) （50639070）
云南省交通运输厅科技项目—云南干线公路边坡灾害风险评估研究(2010(A)08-b) （2010(A）
