Abstract

This study clarifies the failure mechanisms of the 2014 catastrophic large deep-seated landslide and simulates the dam formation process at Jure Village, Nepal, through site investigations, ring shear tests, and LS-RAPID computer simulation model. The detailed analyses suggest that the Jure landslide triggered by a high cumulative rainfall slid along bedding-plane faults of weathered phyllite and schist on the slope of an ancient landslide terrain. The landslide comprised two separate subblocks; the upper and lower slopes, whose sliding mechanisms differed from each other. The test results indicate that the upper subblock of the landslide was triggered by rainfall with a critical pore pressure ratio of 0.220.26. The lower slope failure resulted from a dynamic loading process initiated by the downward movement of the upper slope. In the LS-RAPID model, the evolution process of landslide damming the river was reproduced and verified based on the observed geomorphic evidence and recorded data. The study shows landslide mobility acted as the critical factor leading to the landslide dam formation, in addition to the geomorphic indexes.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research is funded by Vietnam National Foundation for Science and Technology Development (NAFOSTED) under Grant No. 105.08-2019.14. The authors would also like to express our thanks to M.Sc. Uttam Lamshal and Mr. Kiran Dahal (Tribhuvan University in Nepal); Mr. Ishwor Thapa and Mr. Nishant Khanal (Nepal-NSET); M.Sc. Nguyen Khac Hoang Giang (Hanoi University of Natural Resources and Environment); M.Sc. Doan Huy Loi (International Consortium on Landslides); and Dr. Rocky Talchabhadel (Texas A&M University, US) for their valuable discussion and support during this study. The authors sincerely thank the editors and anonymous reviewers for their valuable comments and suggestions that improved the article.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 11November 2021

History

Received: Jul 6, 2020
Accepted: Jun 10, 2021
Published online: Sep 3, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 3, 2022

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Institute of Geotechnology and Environment, Hanoi 100000, Vietnam; Institute of Geological Sciences, Vietnam Academy of Science and Technology, Hanoi 100000, Vietnam (corresponding author). ORCID: https://orcid.org/0000-0003-4874-0756. Email: [email protected]; [email protected]
Le Hong Luong, Ph.D. [email protected]
Institute of Road and Aerodrome, Institute of Transport Science and Technology, Hanoi 100000, Vietnam. Email: [email protected]
Kyoji Sassa, Ph.D. [email protected]
Secretary-General of the International Consortium on Landslides, Kyoto 606-8226, Japan. Email: [email protected]
Kaoru Takara, Ph.D. [email protected]
Professor, Graduate School of Advanced Integrated Studies in Human Survivability, Kyoto Univ., Kyoto 606-8306, Japan. Email: [email protected]
Maskey Sumit [email protected]
Earthquake Engineering Research and Training Dept., National Society of Earthquake Technology, Nepal, Bhaisipati, Lalitpur 13775, Nepal. Email: [email protected]
Associate Professor, Dept. of Engineering Geology and Hydrogeology, Univ. of Sciences, Hue Univ., Hue City 530000, Vietnam. ORCID: https://orcid.org/0000-0001-6029-3077. Email: [email protected]
Khang Dang, Ph.D. [email protected]
Dept. of Geotechnics and Infrastructure Development, VNU Univ. of Science, Vietnam National Univ., Hanoi 100000, Vietnam; International Consortium on Landslides, Kyoto 606-8226, Japan. Email: [email protected]
Do Minh Duc, Ph.D. [email protected]
Associate Professor, Dept. of Geotechnics and Infrastructure Development, VNU Univ. of Science, Vietnam National Univ., Hanoi 100000, Vietnam. Email: [email protected]

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  • LS-RAPID Manual with Video Tutorials, Progress in Landslide Research and Technology, Volume 1 Issue 1, 2022, 10.1007/978-3-031-16898-7_26, (343-406), (2023).

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