3D slopes stability modeling for landslide early warning design at Halong city area

  • Affiliations:

    1 Faculty of Geosciences and Geoengineering, Hanoi University of Mining and Geology, Vietnam 2 Vietnam Institute of Geosciences and Mineral Resources, Hanoi, Vietnam

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  • Received: 6th-Sept-2019
  • Revised: 16th-Oct-2019
  • Accepted: 30th-Dec-2019
  • Online: 30th-Dec-2019
Pages: 31 - 41
Views: 1717
Downloads: 949
Rating: 5.0, Total rating: 94
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Landslides are a very common form of natural disasters in Vietnam with diverse scales, complex triggers, and mechanisms. The greatest objective of the landslide studies is zoning and predicting, and therefore, a combination of appropriate, modern study methods are needed. This study presents the results of time-variant slope stability analysis by combining the limit equilibrium method with geospatial data. The slope stability analysis was conducted at six times, with the variation of pore water pressure ratio, ru corresponding to the change of rainfall in the study area. The results of the study have helped restore the landslide scenario in Cao Thang, Ha Long, and evaluated the landslide trigger. This model can also be used for slope stability analysis and landslide prediction for early warning, management, and urban planning.

How to Cite
Nhu, H.Viet, Duong, B.Van and Vu, H.Dang 2019. 3D slopes stability modeling for landslide early warning design at Halong city area. Journal of Mining and Earth Sciences. 60, 6 (Dec, 2019), 31-41. .

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