Mechanism of reservoir water in the deformation of Hefeng landslide

Tingting Zhang, Echuan Yan, Jiangtao Cheng, Yong Zheng

Journal of Earth Science ›› 2010, Vol. 21 ›› Issue (6) : 870-875.

Journal of Earth Science ›› 2010, Vol. 21 ›› Issue (6) : 870-875. DOI: 10.1007/s12583-010-0139-4
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Mechanism of reservoir water in the deformation of Hefeng landslide

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Abstract

The trial impoundment was carried on in Three Gorges Reservoir from September 27, 2008. There were strong deformation and failure in Hefeng (鹤峰) landslide when the reservoir water level descended from the altitude of 173 m. It indicates that the deformation is closely related to reservoir water fluctuation. For this reason, the effect of reservoir water in the deformation was studied, taking Hefeng landslide as an example in this article. First, the geological characteristics and deformation situation of strong deformation region are analyzed to disclose the intrinsic factors and the pattern of the deformation under the condition of water level fluctuation. Second, the stabilities of the landslide are calculated during the rising and descending processes, and the corresponding relationship between reservoir water level fluctuation and landslide deformation is further identified. At last, the seepage fields and the force condition of landslide body below the phreatic line are analyzed to reveal the effect of reservoir water. Moreover, it can be concluded that for better permeable reservoir landslide, during reservoir water rising, the favorable effect of seepage force weakens the unfavorable effect of uplift force, so the rising of reservoir water has little effect on the stability, and no deformation is caused; but during the descending of reservoir water, the unfavorable effect of seepage force is superimposed on the unfavorable effect of the uplift force, which causes the stability to dramatically decrease and leads to the failure of the accumulation body in front of the landslide.

Keywords

reservoir water / deformation / stability / permeability / uplift force / seepage force

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Tingting Zhang, Echuan Yan, Jiangtao Cheng, Yong Zheng. Mechanism of reservoir water in the deformation of Hefeng landslide. Journal of Earth Science, 2010, 21(6): 870‒875 https://doi.org/10.1007/s12583-010-0139-4

References

Fu H. Y., Liu X. X., Li Q. M.. Research on Landslide Stability by Sudden Drawdown of Reservoir Level. Progress in Safety Science and Technology, 2008, 7: 2188-2191.
Jian W. X., Wang Z. J., Yin K. L.. Mechanism of the Anlesi Landslide in the Three Gorges Reservoir, China. Engineering Geology, 2009, 108(1–2): 86-95.
CrossRef Google scholar
Li M. C., Wang Z. Y., Liu J.. 3D Evaluation and Analysis of Landslide Instability Mechanism of Reservoir Banks: A Case Study in the Three Gorges Reservoir. International Symposium on Computer Science and Computational Technology, 2008, 1: 560-563.
CrossRef Google scholar
Li S. J., Knappett J., Feng X. T.. Investigation of Slope Stability Influenced by Change of Reservoir Water Level in Three Gorges of China. Flow in Porous Media—From Phenomena to Engineering and Beyond, 2009, Wuhan: International Forum on Porous How and Application 911 916
Li D. Y., Yin K. L., Leo C.. Analysis of Baishuihe Landslide Influenced by the Effects of Reservoir Water and Rainfall. Environmental Earth Sciences, 2010, 60(4): 677-687.
CrossRef Google scholar
Liu Y. W., Chen H. X., Liu Q. Q., . Experimental Study on Pore Pressure in Rock-Soil Slope during Reservoir Water Level Fluctuation. Science in China (Series E), 2005, 48(S): 196-208.
Lu T. H.. Mechanics of Soil, 2002, Nanjing: Hohai University Press 238
Song K., Yan E. H., Li J.. The Response Research of Groundwater in Bedding Bank Slope of Decline of the Reservoir Water. Proceedings of First International Conference of Modelling and Simulation, 2008, 6: 99-104.
Wang L. X., Ma J. H., Bian Z. H., . Reservior and Slide Control Techniques, 2005, Wuhan: Yangtze River Press 228
Wang M. H., Li X. P., Yan E. C.. A Study on Numerical Simulation of Stability and Failure Mode of a Reservoir Landslide. Water-Rock Interaction, 2007, 1–2: 1417-1419.
Yao A. J., Heng C. Y., Zhang Z. M., . Typical Harbor Bank Slopes in the Three Gorges Reservoir: Landslide and Collapse and Their Stability Control. Landslides and Engineered Slopes: From the Past to the Future, 2008, 1–2: 1825-1829.
Yin Y. P., Wang H. D., Gao Y. L., . Real-Time Monitoring and Early Warning of Landslides at Relocated Wushan Town, the Three Gorges Reservoir, China. Landslides, 2010, 7(3): 339-349.
CrossRef Google scholar
Zhang J. F., Li Z. G., Qi T.. Mechanism Analysis of Landslide of a Layered Slope Induced by Drawdown of Water Level. Science in China (Series E), 2005, 48(S): 136-145.
Zhang Z. H., Yao H. Y., Ye F.. Study on the Selection of Deformation Monitoring Profiles of Landslides Induced by the Fluctuation of Water Level of Three Gorges Reservoir. Flow in Porous Media—From Phenomena to Engineering and Beyond, 2009, Wuhan: International Forum on Porous Flow and Application 906 910
Zhu D. L., Ren G. M., Nie D. X., . Effect and Forecasting of Landslide Stability with the Change of Reservoir Water Level. Hydrogeology and Engineering Geology, 2002, 3: 6-9.

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