ShenHai Liu
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
ShenHai Liu has a total of 8 co-authors. Here are the top co-authors by number of shared publications:
- Liang Yang
School of Resource and Safety Engineering, Wuhan Institute of Technology, Wuhan, China
2 shared publications - Deyi Xu
China University of Geosciences, Wuhan, China
1 shared publication - Jinrui Zhang
Faculty of Engineering, China University of Geosciences, Wuhan, China
1 shared publication - Mengyao Wang
Faculty of Engineering, China University of Geosciences, Wuhan, China
1 shared publication - Ming Shen1 shared publication
- Qishen Zhou
Gemmological Institute, China University of Geosciences, Wuhan, China
1 shared publication
Latest Publications
- 26 February 2025
- Published by Springer Nature in Natural Hazards
- Vol. 121 (8) , 9443-9476
A framework for assessing the effectiveness of local stabilization measures through InSAR deformation analysis: a case study on a mega-landslide in Chongqing, China
- 26 February 2025
- Published by Springer Nature in Natural Hazards
- Vol. 121 (8) , 9443-9476
A framework for assessing the effectiveness of local stabilization measures through InSAR deformation analysis: a case study on a mega-landslide in Chongqing, China
- Open Access
- 9 January 2024
- Published by MDPI AG in Preprints.org
Study of the Multi-Critical Parameters Characterizing the Instability Behavior of Translational Rockslides Considering the Excavation
Translational rockslides caused by toe excavation are one of the commonly seen geohazards in mountainous regions due to line traffic construction. Quantifying their failure extension length (FEL) and travel distance are of significant interest as well as huge challenges in landslide hazard assessment. In this paper, a simple criterion is proposed for predicting these two factors based on the principles of rigid body limit equilibrium and kinetic energy theorem. Further, the proposed criterion is validated against the field observations and numerical results with a practical case of the Xinjianan landslide, a medium-sized translational rockslide that occurred in 2013 in Nanchuan District, Chongqing. The findings indicate that a tiny discrepancy can be found in FEL between the field observations and the proposed criteria, while this discrepancy could be considerable in travel distance between different methods. However, the relative discrepancies all fall within 20%, deemed acceptable.
- 9 January 2024
- Published by MDPI AG in Preprints.org
Open AccessStudy of the Multi-Critical Parameters Characterizing the Instability Behavior of Translational Rockslides Considering the Excavation
Translational rockslides caused by toe excavation are one of the commonly seen geohazards in mountainous regions due to line traffic construction. Quantifying their failure extension length (FEL) and travel distance are of significant interest as well as huge challenges in landslide hazard assessment. In this paper, a simple criterion is proposed for predicting these two factors based on the principles of rigid body limit equilibrium and kinetic energy theorem. Further, the proposed criterion is validated against the field observations and numerical results with a practical case of the Xinjianan landslide, a medium-sized translational rockslide that occurred in 2013 in Nanchuan District, Chongqing. The findings indicate that a tiny discrepancy can be found in FEL between the field observations and the proposed criteria, while this discrepancy could be considerable in travel distance between different methods. However, the relative discrepancies all fall within 20%, deemed acceptable.