Liang Yang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Liang Yang has a total of 23 co-authors. Here are the top co-authors by number of shared publications:
- Yang Wang
Faculty of Engineering, China University of Geosciences, Wuhan, China
6 shared publications - Thomas Glade
University of Vienna
4 shared publications - Jizhixian Liu
Faculty of Civil Engineering, Hubei Engineering University, Xiaogan, China
3 shared publications Lan Xiao
2 shared publications- Manqing Lin
School of Resource and Safety Engineering, Wuhan Institute of Technology, Wuhan, China
2 shared publications - Mengyao Wang
Faculty of Engineering, China University of Geosciences, Wuhan, China
2 shared publications
Latest Publications
- 15 April 2026
- Published by Springer Nature in Natural Hazards
- Vol. 122 (9) , 383
Comprehensive hazard assessment of translational landslides through multi-model integration: a case study of Yanshan Township in the Three Gorges Reservoir area
- 15 April 2026
- Published by Springer Nature in Natural Hazards
- Vol. 122 (9) , 383
Comprehensive hazard assessment of translational landslides through multi-model integration: a case study of Yanshan Township in the Three Gorges Reservoir area
- 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
- 21 October 2024
- Published by Springer Nature in Journal of Earth Science
- Vol. 35 (5) , 1613-1625
Initiation and Kinematic Process of Debris Flow with the Existence of Terraced Fields at the Sources
- 21 October 2024
- Published by Springer Nature in Journal of Earth Science
- Vol. 35 (5) , 1613-1625
Initiation and Kinematic Process of Debris Flow with the Existence of Terraced Fields at the Sources
- 7 October 2024
- Published by Springer Nature in Arabian Journal of Geosciences
- Vol. 17 (11) , 1-16
Study of the multi-critical parameters characterizing the instability behavior of translational rockslides considering the excavation
- 7 October 2024
- Published by Springer Nature in Arabian Journal of Geosciences
- Vol. 17 (11) , 1-16
Study of the multi-critical parameters characterizing the instability behavior of translational rockslides considering the excavation
- 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.
- 1 January 2024
- Published by Editorial Office of Earth Science in Earth Science-Journal of China University of Geosciences
- Vol. 49 (8) , 2851-2861
开挖卸荷下顺层岩质滑坡运动距离理论模型
《地球科学》(ISSN 1000-2383;CN42-1874/P) (原刊名《地球科学——中国地质大学学报》ISSN 1000-2383;CN42-1233/P),创刊于1957年,是由教育部主管、中国地质大学主办的综合性地学学术理论期刊,月刊,2015年改名为《地球科学》,她以反映中国地质大学教学与科研最新的、高水平的基础地质、应用地质、资源与环境地质及地学工程技术研究成果为主要任务。
- 1 January 2024
- Published by Editorial Office of Earth Science in Earth Science-Journal of China University of Geosciences
- Vol. 49 (8) , 2851-2861
开挖卸荷下顺层岩质滑坡运动距离理论模型
《地球科学》(ISSN 1000-2383;CN42-1874/P) (原刊名《地球科学——中国地质大学学报》ISSN 1000-2383;CN42-1233/P),创刊于1957年,是由教育部主管、中国地质大学主办的综合性地学学术理论期刊,月刊,2015年改名为《地球科学》,她以反映中国地质大学教学与科研最新的、高水平的基础地质、应用地质、资源与环境地质及地学工程技术研究成果为主要任务。
- 15 December 2023
- Published by Springer Nature in Natural Hazards
- Vol. 120 (4) , 3677-3697
Deformation characteristics and stability of the Sifangbei landslide based on the shape renewal of longitudinal profile
- 15 December 2023
- Published by Springer Nature in Natural Hazards
- Vol. 120 (4) , 3677-3697
Deformation characteristics and stability of the Sifangbei landslide based on the shape renewal of longitudinal profile