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Author:

Li, Yanyan (Li, Yanyan.) (Scholars:李严严) | Feng, Xuyang (Feng, Xuyang.) | Yao, Aijun (Yao, Aijun.) | Zhang, Zhihong (Zhang, Zhihong.) | Li, Kun (Li, Kun.) | Wang, Qiusheng (Wang, Qiusheng.) | Song, Shengyuan (Song, Shengyuan.)

Indexed by:

EI Scopus SCIE

Abstract:

This paper presents a study on an ancient river-damming landslide in the SE Tibet Plateau, China, with a focus on time-dependent gravitational creep leading to slope failure associated with progressive fragmentation during motion. Field investigation shows that the landslide, with an estimated volume of 4.9 x 10(7) m(3), is a translational toe buckling slide. Outcrops of landslide deposits, buckling, toe shear, residual landslide dam, and lacustrine sediments are distributed at the slope base. The landslide deposits formed a landslide dam over 60 m high and at one time blocked the Jinsha River. Optically stimulated luminescence dating for the lacustrine sediments indicates that the landslide occurred at least 2,600 years ago. To investigate the progressive evolution and failure behavior of the landslide, numerical simulations using the distinct element method are conducted. The results show that the evolution of the landslide could be divided into three stages: a time-dependent gravitational creep process, rapid failure, and granular flow deposition. It probably began as a long-term gravitationally induced buckling of amphibolite rock slabs along a weak interlayer composed of mica schist which was followed by progressive fragmentation during flow-like motion, evolving into a flow-like movement, which deposited sediments in the river valley. According to numerical modeling results, the rapid failure stage lasted 35 s from the onset of sudden failure to final deposition, with an estimated maximum movement rate of 26.8 m/s. The simulated topography is close to the post-landslide topography. Based on field investigation and numerical simulation, it can be found that the mica schist interlayer and bedding planes are responsible for the slope instability, while strong toe erosion caused by the Jinsha River caused the layered rock mass to buckle intensively. Rainfall or an earthquake cannot be ruled out as a potential trigger of the landslide, considering the climate condition and the seismic activity on centennial to millennial timescales in the study area.

Keyword:

Distinct element method Creep Tibetan Plateau Voronoi Landslide evolution Buckling

Author Community:

  • [ 1 ] [Li, Yanyan]Beijing Univ Technol, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 2 ] [Feng, Xuyang]Beijing Univ Technol, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 3 ] [Yao, Aijun]Beijing Univ Technol, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 4 ] [Zhang, Zhihong]Beijing Univ Technol, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 5 ] [Wang, Qiusheng]Beijing Univ Technol, Fac Urban Construct, Beijing 100124, Peoples R China
  • [ 6 ] [Li, Kun]Minist Water Resources, Gen Inst Water Resources & Hydropower Planning &, Beijing 100120, Peoples R China
  • [ 7 ] [Song, Shengyuan]Jilin Univ, Coll Construct Engn, Changchun 130026, Peoples R China

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Source :

LANDSLIDES

ISSN: 1612-510X

Year: 2022

Issue: 5

Volume: 19

Page: 1069-1086

6 . 7

JCR@2022

6 . 7 0 0

JCR@2022

ESI Discipline: GEOSCIENCES;

ESI HC Threshold:38

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count: 12

SCOPUS Cited Count: 12

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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