Abstract
This papers mainly concerns on the mechanisms of shallow rainfall-induced landslides respect to hydrological processes related to either 1) increase of positive pore pressure or 2) loss of soil suction (negative pore pressure), and its effect on the subsequent reduction of shear resistance. The hydrological process of one-dimensional transient flow can be modeled by RichardâTMs equation, and the factor of slope stability is available that make use of soil-water retention characteristics and shear strength expressions. Parameter values attained form sandstone and mudstone are applied in DDA program to perform simulations of the slope failure under the influence of water content and corresponding pore-water pressure.
| Original language | English |
|---|---|
| Pages | 289-293 |
| Number of pages | 5 |
| Publication status | Published - Oct 1 2013 |
| Event | 11th International Conference on Analysis of Discontinuous Deformation, ICADD 2013 - Fukuoka, Japan Duration: Aug 27 2013 → Aug 29 2013 |
Other
| Other | 11th International Conference on Analysis of Discontinuous Deformation, ICADD 2013 |
|---|---|
| Country | Japan |
| City | Fukuoka |
| Period | 8/27/13 → 8/29/13 |
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All Science Journal Classification (ASJC) codes
- Modelling and Simulation
Cite this
Mechanism of shallow rainfall-induced landslide and simulation of initiation with DDA. / Zhang, H.; Chen, G.; Zheng, L.; Zhang, Y.
2013. 289-293 Paper presented at 11th International Conference on Analysis of Discontinuous Deformation, ICADD 2013, Fukuoka, Japan.Research output: Contribution to conference › Paper
}
TY - CONF
T1 - Mechanism of shallow rainfall-induced landslide and simulation of initiation with DDA
AU - Zhang, H.
AU - Chen, G.
AU - Zheng, L.
AU - Zhang, Y.
PY - 2013/10/1
Y1 - 2013/10/1
N2 - This papers mainly concerns on the mechanisms of shallow rainfall-induced landslides respect to hydrological processes related to either 1) increase of positive pore pressure or 2) loss of soil suction (negative pore pressure), and its effect on the subsequent reduction of shear resistance. The hydrological process of one-dimensional transient flow can be modeled by RichardâTMs equation, and the factor of slope stability is available that make use of soil-water retention characteristics and shear strength expressions. Parameter values attained form sandstone and mudstone are applied in DDA program to perform simulations of the slope failure under the influence of water content and corresponding pore-water pressure.
AB - This papers mainly concerns on the mechanisms of shallow rainfall-induced landslides respect to hydrological processes related to either 1) increase of positive pore pressure or 2) loss of soil suction (negative pore pressure), and its effect on the subsequent reduction of shear resistance. The hydrological process of one-dimensional transient flow can be modeled by RichardâTMs equation, and the factor of slope stability is available that make use of soil-water retention characteristics and shear strength expressions. Parameter values attained form sandstone and mudstone are applied in DDA program to perform simulations of the slope failure under the influence of water content and corresponding pore-water pressure.
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M3 - Paper
AN - SCOPUS:84884600885
SP - 289
EP - 293
ER -