Study on the Influence of Seismic Wave Parameters on the Dynamic Response of Anti-Dip Bedding Rock Slopes under Three-Dimensional Conditions
文献类型:期刊论文
作者 | Ren, Zhanghao; Chen, Congxin; Zheng, Yun; Sun, Chaoyi; Yuan, Jiahao |
刊名 | SUSTAINABILITY
![]() |
出版日期 | 2022-09-01 |
卷号 | 14期号:18 |
关键词 | anti-dip bedding rock slope dynamic response acceleration amplification factor three-dimensional discrete element method orthogonal test method |
英文摘要 | As a result of earthquakes, the deformation and failure caused by anti-dip bedding rock slopes are large, and their seismic dynamic response law is complex. Using the three-dimensional discrete element numerical analysis software 3DEC, the influence of seismic wave parameters on the dynamic response of anti-dip bedding rock slopes was systematically studied, with special focus on the influence of the angle between seismic wave incidence direction and slope trend on the dynamic response of anti-dip bedding rock slopes under three-dimensional conditions. The orthogonal test was designed to conduct sensitivity analysis of five seismic parameters, including seismic wave amplitude, incidence angle of the S-wave, frequency, duration, and the time difference between the P-wave's and the S-wave's peak. The results revealed that the S-wave's amplitude A(s) and the holding time T of the seismic wave are positively correlated with the acceleration amplification factor of the slope, and the incident direction gamma of the S-wave is negatively correlated with the acceleration amplification factor of the slope. The increase of seismic wave frequency f and the time difference Delta t between the P-wave's and the S-wave's peak lead to the first increase and then decrease of the Y-directional displacement of the slope. The sensitivity of each seismic wave parameter to the Y-directional acceleration amplification factor at the shoulder of anti-dip bedding rock slopes in earthquake conditions is ordered as follows: S-wave's amplitude A(s) > frequency f > S-wave's incidence angle gamma > the time difference Delta t > holding time T. the study results provide reference and basis for stability evaluation and engineering design of anti-dip bedding rock slopes in areas with high seismic intensity. |
学科主题 | Science & Technology - Other Topics ; Environmental Sciences & Ecology |
语种 | 英语 |
WOS记录号 | WOS:000857766300001 |
出版者 | MDPI |
源URL | [http://119.78.100.198/handle/2S6PX9GI/34913] ![]() |
专题 | 中科院武汉岩土力学所 |
作者单位 | 1.Chinese Academy of Sciences; University of Chinese Academy of Sciences, CAS 2.Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS; |
推荐引用方式 GB/T 7714 | Ren, Zhanghao,Chen, Congxin,Zheng, Yun,et al. Study on the Influence of Seismic Wave Parameters on the Dynamic Response of Anti-Dip Bedding Rock Slopes under Three-Dimensional Conditions[J]. SUSTAINABILITY,2022,14(18). |
APA | Ren, Zhanghao,Chen, Congxin,Zheng, Yun,Sun, Chaoyi,&Yuan, Jiahao.(2022).Study on the Influence of Seismic Wave Parameters on the Dynamic Response of Anti-Dip Bedding Rock Slopes under Three-Dimensional Conditions.SUSTAINABILITY,14(18). |
MLA | Ren, Zhanghao,et al."Study on the Influence of Seismic Wave Parameters on the Dynamic Response of Anti-Dip Bedding Rock Slopes under Three-Dimensional Conditions".SUSTAINABILITY 14.18(2022). |
入库方式: OAI收割
来源:武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。