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

  • Cơ quan:
    1 Faculty of Geosciences and Geoengineering, Hanoi University of Mining and Geology, Vietnam 2 Vietnam Institute of Geosciences and Mineral Resources, Hanoi, Vietnam
  • Từ khóa: Cao Thang,Column analysis,Landslide, Limit equilibrium method, Scoops3D.
  • Nhận bài: 07-10-2019
  • Chấp nhận: 04-12-2019
  • Đăng online: 30-12-2019
Trang: 31 - 41
Lượt xem: 272

Tóm tắt:

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.

Trích dẫn
Ha Viet Nhu, Binh Van Duong và Hong Dang Vu, 2019. 3D slopes stability modeling for landslide early warning design at Halong city area, Tạp chí Khoa học kỹ thuật Mỏ - Địa chất, số 60, kỳ 6, tr. 31-41.
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