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Environmental Earth Sciences

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01.10.2019 | Original Article

Deformation characteristics and stability evolution behavior of Woshaxi landslide during the initial impoundment period of the Three Gorges reservoir

verfasst von: Haibin Wang, Yinghao Sun, Yunzhi Tan, Tan Sui, Guanhua Sun

Erschienen in: Environmental Earth Sciences | Ausgabe 20/2019

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Abstract

The study area, Woshaxi landslide, is 400 m long and 700 m wide, with an average thickness of approximately 15 m and a volume of 4.2 × 10⁶ m³. The Woshaxi landslide, which is located on the Qinggan River, a tributary of the Yangtze River in the Three Gorges reservoir area, is just 1.5 km from the Qianjiangping landslide. The Qianjiangping landslide following the Three Gorges reservoir impoundment was caused by the combined effects of rainfall and reservoir water-level fluctuation. In this study, the Woshaxi landslide’s deformation characteristics and mechanism are investigated based on deformation monitoring data and a geological survey during the initial impoundment period of the Three Gorges reservoir. Furthermore, based on the characteristics of the combined effects of reservoir water level fluctuation and rainfall in the Three Gorges reservoir area, the stability evolution behavior of the Woshaxi landslide during the initial impoundment period of the Three Gorges reservoir is investigated.

Vorheriger Artikel Study of clay–sand network structures and its effect on river bank erosion: an experimental approach

Nächster Artikel The migration of pesticide residues in groundwater at a bank filtration site (Krajkowo well field, Poland)

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Alt HW (1980) Numerical solution of steady-state porous flow free boundary problems. Numer Math 31:73–98. https://doi.org/10.1007/BF01395990 CrossRef

Baiocchi C (1972) Su un problema di frontiera libera connesso a questioni di idraulica. Ann Math Pura Appl 91:107–127. https://doi.org/10.1007/BF02417940 (in Italian) CrossRef

Baiocchi C, Capelo A (1984) Variational and quasivariational inequalities. Applications to free boundary problems. Wiley, New York

Baker R (2005) Variational slope stability analysis of materials with non-linear failure criterion. Electron J Geotech Eng 10:1–22

Bathe KJ, Khoshgoftaar MR (1979) Finite element free surface seepage analysis without mesh iteration. Int J Numer Anal Methods Geomech 3:13–22. https://doi.org/10.1002/nag.1610030103 CrossRef

Bell JM (1968) General slope stability analysis. J Soil Mech Found Division ASCE 94(SM6):1253–1270

Bishop AW (1955) The use of the slip circle in the stability analysis of earth slopes. Geotechnique 5(1):7–17CrossRef

Brezis H, Kinderlehrer D, Stampacchia G (1978) Sur une nouvelle formulation du probleme de l’ecoulement a travers unedigue. CR Acad Sci Paris 287:711–714

Calvello M, Cascini L, Sorbino G (2008) A numerical procedure for predicting rainfall induced movements of active landslides along pre-existing slip surfaces. Int J Numer Anal Methods Geomech 32(4):327–351. https://doi.org/10.1002/nag.624 CrossRef

Chen YB, Wang CH, Fan XY (2003) Landside feature and the genesis of Qianjiangping in Hubei province. J Mt Sci 21(5):633–634 (in Chinese)

Chen Y, Zhou C, Zheng H (2008) A numerical solution to seepage problems with complex drainage systems. Comput Geotech 35:383–393. https://doi.org/10.1016/j.compgeo.2007.08.005 CrossRef

Conte E, Troncone A (2008) Soil layer response to pore pressure variations at the boundary. Geotechnique 58(1):37–44. https://doi.org/10.1680/geot.2008.58.1.37 CrossRef

Conte E, Troncone A (2012a) Simplified approach for the analysis of rainfall-induced shallow landslides. J Geotech Geoenviron Eng 138(3):398–406. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000577 CrossRef

Conte E, Troncone A (2012b) Stability analysis of infinite clayey slopes subjected to pore pressure changes. Geotechnique 62(1):87–91. https://doi.org/10.1680/geot.10.T.002 CrossRef

Conte E, Donato A, Troncone A (2017) A simplified method for predicting rainfall-induced mobility of active landslides. Landslides 14(1):35–45. https://doi.org/10.1007/s10346-016-0692-8 CrossRef

Cryer CW (1970) On the approximate solution of free boundary problems using finite differences. J Assoc Comput Mach 17(3):397–411CrossRef

Desai CS, Li GC (1983) A residual flow procedure and application for free surface flow in porous media. Adv Water Resour 6:27–35. https://doi.org/10.1016/0309-1708(83)90076-3 CrossRef

Dong Q, Xu C, Cai Y, Juang H (2016) Drained instability in loose granular material. Int J Geomech 16(2):04015043. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000524 CrossRef

Duncan JM (1996) State of the art: limit equilibrium and finite element analysis of slopes. J Geotech Geoenviron Eng ASCE 122(7):577–596. https://doi.org/10.1061/(ASCE)0733-9410(1996)122:7(577) CrossRef

Fellenius W (1936) Calculation of the stability of earth dams. In: Transactions of the 2nd Congress on large dams, international commission on large dams of the world power conference, 4: 445–462

Finn WDL (1967) Finite-element analysis of seepage through dams. J Soil Mech Found Div ASCE 93(SM6):41–48

García-Aristizábal E, Riveros-Jerez C, Saldarriaga-Molina J (2012) Simulation of rainfall and seepage flow on unsaturated soil by a seepage-deformation coupled method. RevistaIngenierías Universidad de Medellín 11(20):43–56

Janbu N (1937) Slope stability computations. In: Hirschfield RC, Poulos SJ (eds) Embankment-dam engineering. Wiley, New York, pp 47–86

Ji CN, Wang YZ, Shi Y (2005) Application of modified EP method in steady seepage analysis. Comput Geotech 32:27–35. https://doi.org/10.1016/j.compgeo.2004.11.006 CrossRef

Kikuchi N (1977) An analysis of the variational inequalities of seepage flow by finite-element methods. Q Appl Math 35:149–163CrossRef

Mohammad A, Sivakugan N, Braja M (2015) Water table correction factors for settlements of shallow foundations in granular soils. Int J Geomech 15(1):06014015. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000391 CrossRef

Morelli S, Pazzi V, Monroy VHG, Casagli N (2017) Residual slope stability in low order streams of Angangueo mining area (Michoacán, Mexico) after the 2010 debris flows. In: Mikos M, Casagli N, Yin Y, Sassa K (eds) Advancing culture of living with landslides, vol 4—diversity of landslide forms. Springer, Switzerland, pp 651–660. https://doi.org/10.1007/978-3-319-53485-5_75 CrossRef

Morgenstern NR, Price VE (1965) The analysis of the stability of general slip surface. Geotechnique 15:79–93CrossRef

Neuman SP, Witherspoon PA (1970) Finite element method of analyzing steady seepage with a free surface. Water Resour Res 6(3):889–897CrossRef

Oden JT, Kikuchi N (1980) Recent advances: theory of variational inequalities with applications to problems of flow through porous media. Int J Eng Sci 18:1173–1284CrossRef

Sarma SK (1972) A note on the stability analysis of earth dams. Geotechnique 22(3):164–166CrossRef

Spencer E (1967) A method of analysis of the stability of embankments assuming parallel inter-slice forces. Geotechnique 17:11–26CrossRef

Sun G, Cheng S, Jiang W, Zheng H (2016a) A global procedure for stability analysis of slopes based on the Morgenstern-Price assumption and its applications. Comput Geotech 80:97–106. https://doi.org/10.1016/j.compgeo.2016.06.014 CrossRef

Sun G, Zheng H, Huang Y, Li C (2016b) Parameter inversion and deformation mechanism of Sanmendong landslide in Three Gorges Reservoir region under the combined effect of reservoir water level fluctuation and rainfall. Eng Geol 205:133–145. https://doi.org/10.1016/j.enggeo.2015.10.014 CrossRef

Sun G, Zheng H, Tang H, Dai F (2016c) Huangtupo landslide stability under water level fluctuations of Three Gorges reservoir. Landslides 13(5):1167–1179. https://doi.org/10.1007/s10346-015-0637-7 CrossRef

Sun G, Yang Y, Cheng S, Zheng H (2017) Phreatic line calculation and stability analysis of slopes under the combined effect of reservoir water level fluctuations and rainfall. Can Geotech J 54:631–645. https://doi.org/10.1139/cgj-2016-0315 CrossRef

Taylor RL, Brown CB (1967) Darcy flow solutions with a free surface. J Hydraul Div ASCE 93:25–33

VanAsch TWJ, Buma JT (1997) Modelling groundwater fluctuations and the frequency of movement of a landslide in the terres noires region of Barcelonnette (France). Earth Surf Process Landf 22:131–141CrossRef

Wang F, Zhang Y, Huo Z, Matsumoto T, Huang B (2004) The July 14, 2003 Qianjiangping landslide, Three Gorges Reservoir, China. Landslides 1:157–162. https://doi.org/10.1007/s10346-004-0020-6 CrossRef

Wang F, Zhang Y, Huo Z, Peng X, Wang S, Yamasaki S (2008) Mechanism for the rapid motion of the Qianjiangping landslide during reactivation by the first impoundment of Three Gorges Dam reservoir, China. Landslides 5:379–386. https://doi.org/10.1007/s10346-008-0130-7 CrossRef

Wang W, Yuan W, Li X, Bai B (2016) Evaluation approach of the slope stability based on deformation analysis. Int J Geomech 16(2):04015054. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000528 CrossRef

Westbrook DR (1985) Analysis of inequalities and residual flow procedures and an iterative scheme for free surface seepage. Int J Numer Methods Eng 21:1791–1802. https://doi.org/10.1002/nme.1620211006 CrossRef

Xiao S, Liu D, Hu Z (2010a) Study of high velocity slide mechanism of Qianjiangping landslide in Three Gorges Reservoir area. Rock Soil Mech 31(11):3531–3536 (in Chinese)

Xiao S, Liu D, Jiang F, Jiang X (2010b) Geomechanical model experiment on Qianjiangping landslide in Three Gorges Reservoir area. Chin J Rock Mech Eng 29(5):1023–1030 (in Chinese)

Yin K, Liu Y, Wang Y, Jiang Z (2012) Physical model experiments of landslide-induced surge in Three Gorges Reservoir. Earth Sci J China Univ Geosci 37(5):1067–1074

Yin Y, Huang B, Chen X (2015) Numerical analysis on wave generated by the Qianjiangping landslide in Three Gorges Reservoir, China. Landslides 12:355–364. https://doi.org/10.1007/s10346-015-0564-7 CrossRef

Zheng H, Tham G (2009) Improved Bell’s method for the stability analysis of slopes. Int J Numer Anal Methods Geomech 33:1673–1689. https://doi.org/10.1002/nag.794 CrossRef

Zheng H, Liu DF, Lee CF, Tham LG (2005) A new formulation of Signorini’s type for seepage problems with free surfaces. Int J Numer Methods Eng 64:1–16. https://doi.org/10.1002/nme.1345 CrossRef

Zhu DY, Lee CF (2002) Explicit limit equilibrium solution for slope stability. Int J Numer Anal Methods Geomech 26:1573–1590. https://doi.org/10.1002/nag.260 CrossRef

Zhu DY, Lee CF, Chan DH (2005) Evaluation of the stability of anchor-reinforced slopes. Can Geotech J 42(5):1342–1349. https://doi.org/10.1139/T05-060 CrossRef

Titel: Deformation characteristics and stability evolution behavior of Woshaxi landslide during the initial impoundment period of the Three Gorges reservoir
verfasst von: Haibin Wang
Yinghao Sun
Yunzhi Tan
Tan Sui
Guanhua Sun
Publikationsdatum: 01.10.2019
Verlag: Springer Berlin Heidelberg
Erschienen in: Environmental Earth Sciences / Ausgabe 20/2019
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI: https://doi.org/10.1007/s12665-019-8592-6

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