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Toward Sustainable Geohazard Assessment: Dynamic Response and Failure Characteristics of Layered Rock Slopes Under Earthquakes via DEM Simulations

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成果类型:
期刊论文
作者:
Li, Fangfei;Yang, Guoxiang;Guo, Dengke;Liu, Xiaoning;Wang, Xiaoliang;...
通讯作者:
Guo, DK
作者机构:
[Li, Fangfei; Hu, Gengkai; Guo, Dengke; Wang, Xiaoliang] Beijing Inst Technol, Sch Aerosp Engn, Beijing 100081, Peoples R China.
[Yang, Guoxiang] China Univ Geosci Beijing, Sch Engn & Technol, Beijing 100083, Peoples R China.
[Liu, Xiaoning] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410076, Peoples R China.
通讯机构:
[Guo, DK ] B
Beijing Inst Technol, Sch Aerosp Engn, Beijing 100081, Peoples R China.
语种:
英文
关键词:
earthquake-induced landslide;bedding/anti-dip slopes;Discrete Element Method;sustainable geohazard assessment;rock slope stability;critical dip angle
期刊:
Sustainability
ISSN:
2071-1050
年:
2025
卷:
17
期:
16
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Understanding the dynamic response and failure mechanisms of rock slopes during earthquakes is crucial in sustainable geohazard prevention and mitigation engineering. The initiation of landslides involves complex interactions between seismic wave propagation, dynamic rock mass behavior, and crack network evolution, and these interactions are heavily influenced by the slope geometry, lithology, and structural parameters of the slope. However, systematic studies remain limited due to experimental challenges and the inherent variability of landslide scenarios. This study employs Discrete Element ...

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