4.7 Article

Time-varying reliability analysis of Majiagou landslide based on weakening of hydro-fluctuation belt under wetting-drying cycles

Journal

LANDSLIDES
Volume 18, Issue 1, Pages 267-280

Publisher

SPRINGER HEIDELBERG
DOI: 10.1007/s10346-020-01496-2

Keywords

Reservoir landslides; Hydro-fluctuation belt; Wetting-drying cycles; Time-varying reliability; Failure probability

Funding

  1. National Key Research and Development Program of China [2017YFC1501301]
  2. National Natural Science Foundation of China [41977244]

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The impoundment of the Three Gorges Reservoir has significant impacts on the storage area, especially regarding the frequent reservoir landslides. This study shows that the reservoir water level scheduling has a significant influence on the displacement and behavior of landslides within the hydro-fluctuation belt, with a lag effect observed in the migration of the seepage field.
The impoundment of the Three Gorges Reservoir has a significant impact on the storage area, where the frequent occurrence of reservoir landslides with great harm has attracted much attention. Taking the Majiagou landslide as a case, this study focuses on the hydro-fluctuation belt affected by the reservoir operation. Under the scheduling of reservoir water level, the landslide displacement associated with the hydro-fluctuation belt presents a step-like deformation and the movement behaves as a retrogressive type. The wetting-drying cycles test has been performed to simulate the effects of reservoir water level on the hydro-fluctuation belt. Then, the weakening of soil strength parameters is well characterized by an exponential function model. Considering the continuous weakening of the hydro-fluctuation belt, the time-varying reliability, consistent with the actual landslide zoning, is analyzed under the reservoir operation for 10 years. The results indicate that the migration of seepage field in the landslide is closely related to the scheduling of reservoir water level and lags behind the scheduling. Similarly, the factor of safety varies with the reservoir water level, and the minimum value is obtained when the water drops to the lowest level. With the repeated interaction of reservoir water level on the hydro-fluctuation belt, the most dangerous failure probability of the landslide gradually increases. As a result, the stability of the Majiagou landslide declines from the initial basic stable to the less stable state.

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