The analysis of slippage failure of the HuangNanBei slope under dry-wet cycles in the three gorges reservoir region, China
The purpose of this paper is to study the sliding failure of the jointed rock slope caused by the degradation of rock mass mechanics under dry-wet cycles. Based on the mechanical parameters of reservoir limestone obtained under different numbers of dry-wet cycles, a discrete element approach was ado...
Main Authors: | Luqi Wang, Bolin Huang, Zhihua Zhang, Zhenwei Dai, Peng Zhao, Mingjun Hu |
---|---|
Format: | Article |
Language: | English |
Published: |
Taylor & Francis Group
2020-01-01
|
Series: | Geomatics, Natural Hazards & Risk |
Subjects: | |
Online Access: | http://dx.doi.org/10.1080/19475705.2020.1785554 |
Similar Items
-
The Stability of Tailings Dams under Dry-Wet Cycles: A Case Study in Luonan, China
by: Xingang Wang, et al.
Published: (2018-08-01) -
A Modified Model for Predicting the Strength of Drying-Wetting Cycled Sandstone Based on the P-Wave Velocity
by: Zhi-Hua Xu, et al.
Published: (2020-07-01) -
Growth and Physiological Adaptation of Salix matsudana Koidz. to Periodic Submergence in the Hydro-Fluctuation Zone of the Three Gorges Dam Reservoir of China
by: Chaoying Wang, et al.
Published: (2017-08-01) -
Analysis of catalyst wetting efficiency influence on performances of industrial TBR for hydro desulfurization and hydro de aromatization reactions
by: Mijatović Ivana M., et al.
Published: (2015-01-01) -
Impacts of Water Level Fluctuations on Soil Aggregate Stability in the Three Gorges Reservoir, China
by: Gratien Nsabimana, et al.
Published: (2020-11-01)