Simulation of Landslide Seepage Field with the Action of Reservoir Water Fluctuations

Author:

Mao Wei1,Yan E Chuan1,Cao Yang Bing1,Jiang Sheng Lai1

Affiliation:

1. China University of Geosciences

Abstract

Taking a landslide in the three gorges reservoir area as an example and considering the seepage field in different time periods with rise and fall of reservoir water level of the eight conditions, we use GEO-STUDIO / SEEP module to establish a seepage model and to calculate the distribution of seepage. The results showed that: the groundwater saturation line appears in the back-phenomenon during a certain range of slope in the rising water level, saturation line was concave shape, and with the rate of increase in water level increased and that concavity gradually increase; the groundwater saturation line appears in the downstream phenomenon during a certain range of slope in the drawdown water level, saturation line was convex shape, and with the rate of decline in water level increased and that convexity increases. The effective simulation studies of the greatly and cyclical fluctuations of water level under the slope seepage field has a certain reference meaning to the landslide control in the reservoir water level fluctuations about reservoir bank landslide.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

1. Bofang Zhu: The principles and Applications of Finite Element Methods. (Water Resource and Hydropower Publishing House, Beijing 1998).

2. Hongkai Chen: Review on Seepage Researches of Fissured Rock Mass(Ⅱ). Journal of Chongqing Jiaotong Institute, Vol. 15 (1996), pp.29-34, in Chinese.

3. Yangsheng Zhao: Mine rock fluid mechanics. (Coal Industry Press, Beijing 1994), in Chinese.

4. Dong Yang, Yangsheng Zhao, Kanglian Duan et. al: The Hydraulic Model of Rockmass with Generalized Double Porosity Media and its Fem Simulation. Chinese Journal of Rock Mechanics and Engineering, Vol. 19 (2000), pp.152-155, in Chinese.

5. D.V. Griffiths and P.A. Lane: Slope Stability Analysis by Finite Elements. Geotechnique, Vol. 49 (1999), pp.357-403.

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