Effect of Lithology and Structure on Seismic Response of Steep Slope in a Shaking Table Test  

作　　者：LIU Han-xiang XU Qiang LI Yan-rong 

机构地区：[1]State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology [2]AGECON Ltd.

出　　处：《Journal of Mountain Science》2014年第2期371-383,共13页山地科学学报（英文）

基　　金：financially supported by the National Basic Research Program "973" Project of the Ministry of Science and Technology of the People’s Republic of China (Grant No. 2013CB733200);the National Science Found for Distinguished Young Scholars of China (Grant No. 41225011);the Chang Jiang Scholars Program of China and the open fund on "Research on largescale landslides triggered by the Wenchuan earthquake" provided by the State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

摘　　要：Studies on landslides by the 2008 Wenchuan earthquake showed that topography was of great importance in amplifying the seismic shaking, and among other factors, lithology and slope structure controlled the spatial occurrence of slope failures. The present study carried out experiments on four rock slopes with steep angle of 60° by means of a shaking table. The recorded Wenchuan earthquake waves were scaled to excite the model slopes. Measurements from accelerometers installed on free surface of the model slope were analyzed, with much effort on timedomain acceleration responses to horizontal components of seismic shaking. It was found that the amplification factor of peak horizontal acceleration, RPHA, was increasing with elevation of each model slope, though the upper and lower halves of the slope exhibited different increasing patterns. As excitation intensity was increased, the drastic deterioration of the inner structure of each slope caused the sudden increase of RPHA in the upper slope part. In addition, the model simulating the soft rock slope produced the larger RPHA than the model simulating the hard rock slope by a maximum factor of 2.6. The layered model slope also produced the larger RPHA than the homogeneous model slope by a maximum factor of 2.7. The upper half of a slope was influenced more seriously by the effect of lithology, while the lower half was influenced more seriously by the effect of slope structure.

关 键 词：Seismic response Shaking table test TOPOGRAPHY LITHOLOGY Slope structure 

分 类 号：P642.22[天文地球—工程地质学]