CENTRIFUGE MODELLING TESTS ON DYNAMIC FAILURE OF BEDDING ROCK SLOPES
LI Xianglong1,2,TANG Huiming1,WANG Lichao2
(1. Faculty of Engineering,China University of Geosciences,Wuhan,Hubei 430074,China;
2. China Institute of Geo-environment Monitoring,Beijing 100081,China)
Abstract:Two types of physical models of sliding rock slope,one with the intermittent rock planes alone and the other with both the rock planes and secondary rock joints were built using similar materials,and tested in the centrifuge machine under different seismic loads. The dynamic response and failure mechanism of the two slope models were then recorded and analyzed. The test results revealed that the dynamic response of the sliding rock slope was sensitive to the frequency of input seismic load and the characteristics of the joint structure inside. The more complex the joint structures are,the more complex the response to the input load frequency and the greater the topographic amplification effect. The dynamic stability and failure mechanism is strongly affected by the joint structure characteristics of the rock slope mass. The rock slope model with both intermittent rock bedding planes secondary rock joints has the lower dynamic stability and a shallower failure plane than the model with only the bedding planes. The tensile failures of the secondary rock joints during the dynamic failing process give rise to the internal crash and lead to the rock debris flow.
李海波,肖克强,刘亚群. 地震荷载作用下顺层岩质边坡安全系数分析[J]. 岩石力学与工程学报,2007,26(12):2 385-2 394.(LI Haibo,XIAO Keqiang,LIU Yaqun. Factor of safety analysis of bedding rock slope under seismic load[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(12):2 385-2 394.(in Chinese))
[3]
董金玉,杨国香,伍法权,等. 地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J]. 岩土力学,2011,32(10):2 977-2 983.(DONG Jinyu,YANG Guoxiang,WU Fdaquan,et al. The large-scale shaking table test study of dynamic response and failure mode of bedding rock slope under earthquake[J]. Rock and Soil Mechanics,2011,32(10):2 977-2 983.(in Chinese))
Your browse does not support frame!