Dynamic response and failure mode of the complex site with tilting strongly weathered layer and local slopes#br#
CAO Licong1,ZHANG Jianjing1,LIU Feicheng1,LIU Yang1,WU Jinbiao1,WANG Zhijia2
(1. Department of Geotechnical Engineering,School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2. Department of Civil Engineering,School of Civil Engineering and Architecture,Hainan University,Haikou,Hainan 570228,China)
Abstract:The article researched the dynamic response of complex site with tilting strongly weathered layer and local slope with a large-scale shaking table model test. The damage progress of the site was studied through the analysis of marginal spectrum,the strain variations of the soil and the displacement of the slope surface. When the El Centro wave is loaded,the amplification coefficients of acceleration at the points in the bedrock and cover layer increase with increasing of elevation. The amplification coefficients of acceleration decrease with the increasing of amplitude(>0.33 g). The accelerations at the point in the strongly weathered layer decrease sharply and decrease more with the increasing of earthquake amplitude. When the 3 Hz sine waves are loaded,the energy identification of the marginal spectrum implies that the destruction of the site starts from the strongly weathered layer at the corner of local slopes. Then there appears damage in the strongly weathered layer at the bottom of local slopes and the middle of the site. The destruction of the strongly weathered layer at the corner of local slopes connects gradually with the damage at top. The damage progress is verified by the strain changes in the soil and the displacement changes on the slope surface. The failure modes of the site are cracking-shearing-slippage and cracking-shearing-crushing.
曹礼聪1,张建经1,刘飞成1,刘 阳1,吴金标1,王志佳2. 含倾斜强风化带及局部边坡复杂场地的动力响应及破坏模式研究[J]. 岩石力学与工程学报, 2017, 36(9): 2238-2250.
CAO Licong1,ZHANG Jianjing1,LIU Feicheng1,LIU Yang1,WU Jinbiao1,WANG Zhijia2. Dynamic response and failure mode of the complex site with tilting strongly weathered layer and local slopes#br#. , 2017, 36(9): 2238-2250.
杨国香,伍法权,董金玉,等. 地震作用下岩质边坡动力响应特性及变形破坏机制研究[J]. 岩石力学与工程学报,2012,31(4):696-702.(YANG Guoxiang,WU Faquan,DONG Jinyu,et al. Study of dynamic responses characteristics and failure mechanism of rock slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(4):696-702.(in Chinese))
[10]
张建经,曹礼聪,王志佳. 一种振动台试验中测量土体分层应变的应变带[P]. 中国:CN105758363A,2016-07-13.(ZHANG Jianjing,CAO Licong,WANG Zhijia. A strain strip measuring the strain of soil layer in shaking table test[P]. China:CN105758363A,2016-07-13. (in Chinese))
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