Abstract
In this work, three extensions to the traditional discontinuous deformation analysis (DDA) method are tested to simulate the entire process describing the behavior of landslides induced by reservoir impoundment. These extensions include the discretization of the area of interest, block gluing and the HM (hydro-mechanical) coupling approach. Several hydraulic boundary conditions are introduced based on the water level during the dry and rainfall seasons. As verification, the entire processes for two practical landslides, the Qianjiangping and the Majiagou landslides, which occurred in the Three Gorges Reservoir (TGR) of China, are simulated. The simulation results agree well with the observed failure modes, indicating that the proposed methodology can intuitively reproduce the entire reservoir impoundment induced landslide process.
| Original language | English |
|---|---|
| Pages (from-to) | 37-48 |
| Number of pages | 12 |
| Journal | Engineering Geology |
| Volume | 182 |
| Issue number | PA |
| DOIs | |
| Publication status | Published - Nov 9 2014 |
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All Science Journal Classification (ASJC) codes
- Geotechnical Engineering and Engineering Geology
- Geology
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Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method. / Jiao, Yu Yong; Zhang, Huan Qiang; Tang, Hui Ming; Zhang, Xiu Li; Adoko, Amoussou Coffi; Tian, Hu Nan.
In: Engineering Geology, Vol. 182, No. PA, 09.11.2014, p. 37-48.Research output: Contribution to journal › Article
TY - JOUR
T1 - Simulating the process of reservoir-impoundment-induced landslide using the extended DDA method
AU - Jiao, Yu Yong
AU - Zhang, Huan Qiang
AU - Tang, Hui Ming
AU - Zhang, Xiu Li
AU - Adoko, Amoussou Coffi
AU - Tian, Hu Nan
PY - 2014/11/9
Y1 - 2014/11/9
N2 - In this work, three extensions to the traditional discontinuous deformation analysis (DDA) method are tested to simulate the entire process describing the behavior of landslides induced by reservoir impoundment. These extensions include the discretization of the area of interest, block gluing and the HM (hydro-mechanical) coupling approach. Several hydraulic boundary conditions are introduced based on the water level during the dry and rainfall seasons. As verification, the entire processes for two practical landslides, the Qianjiangping and the Majiagou landslides, which occurred in the Three Gorges Reservoir (TGR) of China, are simulated. The simulation results agree well with the observed failure modes, indicating that the proposed methodology can intuitively reproduce the entire reservoir impoundment induced landslide process.
AB - In this work, three extensions to the traditional discontinuous deformation analysis (DDA) method are tested to simulate the entire process describing the behavior of landslides induced by reservoir impoundment. These extensions include the discretization of the area of interest, block gluing and the HM (hydro-mechanical) coupling approach. Several hydraulic boundary conditions are introduced based on the water level during the dry and rainfall seasons. As verification, the entire processes for two practical landslides, the Qianjiangping and the Majiagou landslides, which occurred in the Three Gorges Reservoir (TGR) of China, are simulated. The simulation results agree well with the observed failure modes, indicating that the proposed methodology can intuitively reproduce the entire reservoir impoundment induced landslide process.
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UR - http://www.scopus.com/inward/citedby.url?scp=84919687865&partnerID=8YFLogxK
U2 - 10.1016/j.enggeo.2014.08.016
DO - 10.1016/j.enggeo.2014.08.016
M3 - Article
AN - SCOPUS:84919687865
VL - 182
SP - 37
EP - 48
JO - Engineering Geology
JF - Engineering Geology
SN - 0013-7952
IS - PA
ER -