Influence of non-dimensional strength parameters on the seismic stability of cracked slopes
文献类型：期刊论文
| 作者 | Zhao Lian-heng; Cheng Xiao; Li De-jian; Zhang Ying-bin |
| 刊名 | JOURNAL OF MOUNTAIN SCIENCE
 |
| 出版日期 | 2019 |
| 卷号 | 16期号:1页码:153-167 |
| 关键词 | Cracked slopes Upper bound limit analysis (UBLA) Generalized nonlinear failure criterion Pseudo-static method Displacement-based method |
| ISSN号 | 1672-6316 |
| DOI | 10.1007/s11629-017-4753-9 |
| 文献子类 | Article |
| 英文摘要 | Cracks in rock or soil slopes influence the stability and durability of the slopes. Seismic forces can trigger slope disasters, particularly in the cracked slopes. Considering the nonlinear characteristics of materials, the more generalized nonlinear failure criterion proposed by Baker is adopted. The influence of non-dimensional strength parameters on the stability of cracked slopes under earthquakes is performed using the upper bound limit analysis. The seismic displacement is calculated by adopting the logarithmic spiral failure surface according to the sliding rigid block model. Based on the existing studies, two methods for the stability analysis of cracked slopes under earthquakes are introduced: the pseudo-static method (with the factor of safety (Fs) as an evaluation index), and the displacement-based method (with the seismic displacement as an evaluation index). The pseudo-static method can only determine the instantaneous stability state of the cracked slope, yet the displacement-based method reflects the stability variation of cracked slopes during earthquakes. The results indicate that the nondimensional strength parameters affect the factor of safety and seismic displacement of slopes significantly. The non-dimensional strength parameter (n) controlling the curvature of strength function shapes on the slope stability is affected by other parameters. Owing to cracks, the effect of non-dimensional strength parameters on seismic displacement becomes more significant. |
| 电子版国际标准刊号 | 1993-0321 |
| 语种 | 英语 |
| WOS记录号 | WOS:000456251500012 |
| 源URL | [http://ir.imde.ac.cn/handle/131551/46415]  |
| 专题 | Journal of Mountain Science_Journal of Mountain Science-2019_Vol 16 No.1 |
| 推荐引用方式 GB/T 7714 | Zhao Lian-heng,Cheng Xiao,Li De-jian,et al. Influence of non-dimensional strength parameters on the seismic stability of cracked slopes[J]. JOURNAL OF MOUNTAIN SCIENCE,2019,16(1):153-167. |
| APA | Zhao Lian-heng,Cheng Xiao,Li De-jian,&Zhang Ying-bin.(2019).Influence of non-dimensional strength parameters on the seismic stability of cracked slopes.JOURNAL OF MOUNTAIN SCIENCE,16(1),153-167. |
| MLA | Zhao Lian-heng,et al."Influence of non-dimensional strength parameters on the seismic stability of cracked slopes".JOURNAL OF MOUNTAIN SCIENCE 16.1(2019):153-167. |
入库方式： OAI收割
来源：成都山地灾害与环境研究所
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