A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China

<p>Landslides whose slide surface is gentle near the toe and relatively steep in the middle and rear part are common in the Three Gorges Reservoir area, China. The mass that overlies the steep part of the slide surface is termed the “driving section”, and that which overlies the gentle part of...

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Main Authors: Z. Zou, H. Tang, R. E. Criss, X. Hu, C. Xiong, Q. Wu, Y. Yuan
Format: Article
Language:English
Published: Copernicus Publications 2021-02-01
Series:Natural Hazards and Earth System Sciences
Online Access:https://nhess.copernicus.org/articles/21/517/2021/nhess-21-517-2021.pdf
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author Z. Zou
H. Tang
R. E. Criss
X. Hu
C. Xiong
Q. Wu
Y. Yuan
author_facet Z. Zou
H. Tang
R. E. Criss
X. Hu
C. Xiong
Q. Wu
Y. Yuan
author_sort Z. Zou
collection DOAJ
description <p>Landslides whose slide surface is gentle near the toe and relatively steep in the middle and rear part are common in the Three Gorges Reservoir area, China. The mass that overlies the steep part of the slide surface is termed the “driving section”, and that which overlies the gentle part of the slide surface is termed the “resisting section”. A driving–resisting model is presented to elucidate the deformation mechanism of reservoir landslides of this type, as exemplified by Shuping landslide. More than 13 years of field observations that include rainfall, reservoir level, and deformation show that the displacement velocity of Shuping landslide depends strongly on the reservoir level but only slightly on rainfall. Seepage modeling shows that the landslide was destabilized shortly after the reservoir was first impounded to 135 m, which initiated a period of steady deformation from 2003 to 2006 that was driven by buoyancy forces on the resisting section. Cyclical water level fluctuations in subsequent years also affected slope stability, with annual “jumps” in displacement coinciding with drawdown periods that produce outward seepage forces. In contrast, the inward seepage force that results from rising reservoir levels stabilizes the slope, as indicated by decreased displacement velocity. Corrective transfer of earth mass from the driving section to the resisting section successfully reduced the deformation of Shuping landslide and is a feasible treatment for huge reservoir landslides in similar geological settings.</p>
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spelling doaj.art-81279f3672884ce3930eec108a3437132022-12-21T22:40:46ZengCopernicus PublicationsNatural Hazards and Earth System Sciences1561-86331684-99812021-02-012151753210.5194/nhess-21-517-2021A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, ChinaZ. Zou0H. Tang1R. E. Criss2X. Hu3C. Xiong4Q. Wu5Y. Yuan6Three Gorges Research Center for Geohazards, China University of Geosciences, Wuhan, 430074, ChinaThree Gorges Research Center for Geohazards, China University of Geosciences, Wuhan, 430074, ChinaDepartment of Earth and Planetary Sciences, Washington University, 1 Brookings Drive, Saint Louis, MO 63130, United StatesFaculty of Engineering, China University of Geosciences, Wuhan, 430074, ChinaThree Gorges Research Center for Geohazards, China University of Geosciences, Wuhan, 430074, ChinaFaculty of Engineering, China University of Geosciences, Wuhan, 430074, ChinaDepartment of Land and Resources of Hubei Province, Wuhan, 430074, China<p>Landslides whose slide surface is gentle near the toe and relatively steep in the middle and rear part are common in the Three Gorges Reservoir area, China. The mass that overlies the steep part of the slide surface is termed the “driving section”, and that which overlies the gentle part of the slide surface is termed the “resisting section”. A driving–resisting model is presented to elucidate the deformation mechanism of reservoir landslides of this type, as exemplified by Shuping landslide. More than 13 years of field observations that include rainfall, reservoir level, and deformation show that the displacement velocity of Shuping landslide depends strongly on the reservoir level but only slightly on rainfall. Seepage modeling shows that the landslide was destabilized shortly after the reservoir was first impounded to 135 m, which initiated a period of steady deformation from 2003 to 2006 that was driven by buoyancy forces on the resisting section. Cyclical water level fluctuations in subsequent years also affected slope stability, with annual “jumps” in displacement coinciding with drawdown periods that produce outward seepage forces. In contrast, the inward seepage force that results from rising reservoir levels stabilizes the slope, as indicated by decreased displacement velocity. Corrective transfer of earth mass from the driving section to the resisting section successfully reduced the deformation of Shuping landslide and is a feasible treatment for huge reservoir landslides in similar geological settings.</p>https://nhess.copernicus.org/articles/21/517/2021/nhess-21-517-2021.pdf
spellingShingle Z. Zou
H. Tang
R. E. Criss
X. Hu
C. Xiong
Q. Wu
Y. Yuan
A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
Natural Hazards and Earth System Sciences
title A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
title_full A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
title_fullStr A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
title_full_unstemmed A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
title_short A model for interpreting the deformation mechanism of reservoir landslides in the Three Gorges Reservoir area, China
title_sort model for interpreting the deformation mechanism of reservoir landslides in the three gorges reservoir area china
url https://nhess.copernicus.org/articles/21/517/2021/nhess-21-517-2021.pdf
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