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Seismic amplification of the anti-dip rock slope and deformation characteristics: A large-scale shaking table test  ( SCI-EXPANDED收录 EI收录)   被引量:50

文献类型:期刊文献

英文题名:Seismic amplification of the anti-dip rock slope and deformation characteristics: A large-scale shaking table test

作者:Yang, Guoxiang[1];Qi, Shengwen[2,3];Wu, Faquan[4];Zhan, Zhifa[2,3]

机构:[1]China Univ Geosci, Beijing, Peoples R China;[2]Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing, Peoples R China;[3]Univ Chinese Acad Sci, Beijing, Peoples R China;[4]Shaoxing Univ, Shaoxing, Peoples R China

年份:2018

卷号:115

起止页码:907

外文期刊名:SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

收录:SCI-EXPANDED(收录号:WOS:000454974400074)、、EI(收录号:20174204284910)、Scopus(收录号:2-s2.0-85031429755)、WOS

基金:Thanks for three anonymous reviewers for their detailed and constructive comments, which greatly improved the quality of the manuscript. This research is a part of a project sponsored by the National Natural Science Foundation of China, project under grants of 41302234 and 41322020.

语种:英文

外文关键词:Anti-dip slope; Shaking table test; Acceleration; Dynamic response; Shallow sliding

外文摘要:This paper studied the dynamic response and failure characteristics of the anti-dip rock slope through a large-scale shaking table test. An anti-dip rock slope model with a length of 2.2 m, width of 0.8 m and height of 1.6 m has been constructed in a rigid model box. The similarity law and dimensional analysis have been applied to determine similarity relations and loading conditions. The results indicated that the acceleration was amplified with the increase of the model elevation and shaking intensity. The upper slope showed an exceedingly strong response to horizontal acceleration, meanwhile the lower part showed a stronger response to vertical acceleration. Both the horizontal and vertical accelerations sharply increased at shallow depths of the slope surface. Rock mass dislocations occurred at the slope crest during the initial deformation stage, and subsequently downward toppling took place at the slope crest. Tensile-shear cracks presented in upper slope and went through the model blocks, and intense acceleration responses were recorded where the rock mass was severely deformed. Finally a curved-linear sliding surface was formed. It is notable that shallow landslide was not accidental phenomenon in the lab experiment.

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