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Published in: Bulletin of Engineering Geology and the Environment 5/2023

01-05-2023 | Original Paper

Development and evolution of deep-seated toppling landslide by rapid river downcutting

Authors: Guoxiang Tu, Hui Deng, Ming Li

Published in: Bulletin of Engineering Geology and the Environment | Issue 5/2023

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Abstract

A large-scale deep-seated toppled rock mass was located upstream of the Lancang River. The toppling deformation mechanism of layered steeply dipping rock masses and its evolution process into landslide were studied in this work by using the base friction experiment and the PFC numerical simulation. The deep and steep landform with a slope height exceeding 250 m and slope angle exceeding 50° caused by the rapid and continuous downcutting of the river was an essential condition for the formation of deep-seated toppling deformation. Three early warning signals, including the emergence of numerous toppling fracture zones, intensive compression of rock masses in the front part of the slope, and shearing deformation along the toppling fracture zones, should be considered as indications of the evolution of toppling deformation into a landslide. Destruction of the frontal part of the toppled rock masses caused the accelerated evolution of the slope into a landslide. The slip zone was formed mainly by tracing the toppling fracture zones.

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Literature
go back to reference Adhikary DP, Dyskin AV (2007) Modelling of progressive and instantaneous failures of foliated rock slopes. Rock Mech Rock Eng 40(4):349–362CrossRef Adhikary DP, Dyskin AV (2007) Modelling of progressive and instantaneous failures of foliated rock slopes. Rock Mech Rock Eng 40(4):349–362CrossRef
go back to reference Adachi T, Ohnishi Y, Arai K (1991) Investigation of toppling slope failure at Route 305 in Japan. In: Wittke W (ed) Proceedings of the 7th international congress on rock mechanics. Balkema, Rotterdam pp 843–846 Adachi T, Ohnishi Y, Arai K (1991) Investigation of toppling slope failure at Route 305 in Japan. In: Wittke W (ed) Proceedings of the 7th international congress on rock mechanics. Balkema, Rotterdam pp 843–846
go back to reference Adhikary DP, Dyskin AV, Jewell RJ, Stewart DP (1997) A study of the mechanism of flexural toppling failure of rock slopes. Rock Mech Rock Eng 30(2):75–93CrossRef Adhikary DP, Dyskin AV, Jewell RJ, Stewart DP (1997) A study of the mechanism of flexural toppling failure of rock slopes. Rock Mech Rock Eng 30(2):75–93CrossRef
go back to reference Alejano LR, Gómez-Márquez I, Martínez-Alegría R (2010) Analysis of a complex toppling-circular slope failure. Eng Geol 114(1–2):93–104CrossRef Alejano LR, Gómez-Márquez I, Martínez-Alegría R (2010) Analysis of a complex toppling-circular slope failure. Eng Geol 114(1–2):93–104CrossRef
go back to reference Alejano LR, Carranza-Torres C, Giani GP, Arzúa J (2015) Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches. Eng Geol 195:172–184CrossRef Alejano LR, Carranza-Torres C, Giani GP, Arzúa J (2015) Study of the stability against toppling of rock blocks with rounded edges based on analytical and experimental approaches. Eng Geol 195:172–184CrossRef
go back to reference Alzo'ubi AM (2009) The effect of tensile strength on the stability of rock slopes. Doctorate Thesis. University of Alberta Alzo'ubi AM (2009) The effect of tensile strength on the stability of rock slopes. Doctorate Thesis. University of Alberta
go back to reference Amini M, Majdi A, Veshadi MA (2012) Stability analysis of rock slopes against block flexure toppling failure. Rock Mech Rock Eng 45(4):519–532CrossRef Amini M, Majdi A, Veshadi MA (2012) Stability analysis of rock slopes against block flexure toppling failure. Rock Mech Rock Eng 45(4):519–532CrossRef
go back to reference Amini M, Ardestani A, Khosravi M (2017) Stability analysis of slide-toe-toppling failure. Eng Geol 228:82–96CrossRef Amini M, Ardestani A, Khosravi M (2017) Stability analysis of slide-toe-toppling failure. Eng Geol 228:82–96CrossRef
go back to reference Aydan O, Kawamoto T (1992) Stability of slopes and underground openings against flexural toppling and their stabilisation. Rock Mech Rock Eng 25(3):143–165CrossRef Aydan O, Kawamoto T (1992) Stability of slopes and underground openings against flexural toppling and their stabilisation. Rock Mech Rock Eng 25(3):143–165CrossRef
go back to reference Barnett WP (2003) Geological control on slope failure mechanisms in the open pit at the Venetia Mine. S Afr J Geol 106:149–164CrossRef Barnett WP (2003) Geological control on slope failure mechanisms in the open pit at the Venetia Mine. S Afr J Geol 106:149–164CrossRef
go back to reference Barla G, Brunetto MB, Devin P, Zaninetti A (1995) Validation of a distinct element model for toppling rock slopes. Int J Rock Mech Barla G, Brunetto MB, Devin P, Zaninetti A (1995) Validation of a distinct element model for toppling rock slopes. Int J Rock Mech
go back to reference Bray JW, Goodman RE (1981) The theory of base friction models. Int J Rock Mech Mining Sci Geomech Abstracts 18(6):453–468CrossRef Bray JW, Goodman RE (1981) The theory of base friction models. Int J Rock Mech Mining Sci Geomech Abstracts 18(6):453–468CrossRef
go back to reference Caine N (1982) Toppling failures from alpine cliffs on Ben Lomond. Tasmania Earth Surf Process Landf 7:133–152CrossRef Caine N (1982) Toppling failures from alpine cliffs on Ben Lomond. Tasmania Earth Surf Process Landf 7:133–152CrossRef
go back to reference Cruden DM, Hu X, Lu Z (1993) Rock topples in the highway cut west of Clairvaux, Jasper. Alberta Can Geotech J 30:1016–1023CrossRef Cruden DM, Hu X, Lu Z (1993) Rock topples in the highway cut west of Clairvaux, Jasper. Alberta Can Geotech J 30:1016–1023CrossRef
go back to reference De Freitas MH, Watters RJ (1973) Some field examples of toppling failure. Geotechnique 23(4):495–514CrossRef De Freitas MH, Watters RJ (1973) Some field examples of toppling failure. Geotechnique 23(4):495–514CrossRef
go back to reference Goodman RE, Bray JW (1976) Toppling of rock slopes, ASCE Speciality Conference on Rock Engineering for Foundations and Slopes. Boulder Colorado 2:201–234 Goodman RE, Bray JW (1976) Toppling of rock slopes, ASCE Speciality Conference on Rock Engineering for Foundations and Slopes. Boulder Colorado 2:201–234
go back to reference Gu D, Huang D (2016) A complex rock topple-rock slide failure of an anaclinal rock slope in the Wu Gorge, Yangtze River. China Eng Geol 208:165–180CrossRef Gu D, Huang D (2016) A complex rock topple-rock slide failure of an anaclinal rock slope in the Wu Gorge, Yangtze River. China Eng Geol 208:165–180CrossRef
go back to reference Huang R (2012) Mechanisms of large-scale landslides in China. Bull Eng Geol Environ 71:161–170CrossRef Huang R (2012) Mechanisms of large-scale landslides in China. Bull Eng Geol Environ 71:161–170CrossRef
go back to reference Huang R (2017) The implication and evaluation of toppling failure in engineering geology practice. J Eng Geol 25:1165–1181 Huang R (2017) The implication and evaluation of toppling failure in engineering geology practice. J Eng Geol 25:1165–1181
go back to reference Ishida T, Chigira M, Hibino S (1987) Application of the distinct element method for analysis of toppling observed on a fissured slope. Rock Mech Rock Engng 20(4):277–283CrossRef Ishida T, Chigira M, Hibino S (1987) Application of the distinct element method for analysis of toppling observed on a fissured slope. Rock Mech Rock Engng 20(4):277–283CrossRef
go back to reference Li Z, Wang J, Li L, Wang L, Liang RY (2015) A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in fushun open pit. Eng Geol 197:20–32CrossRef Li Z, Wang J, Li L, Wang L, Liang RY (2015) A case study integrating numerical simulation and GB-InSAR monitoring to analyze flexural toppling of an anti-dip slope in fushun open pit. Eng Geol 197:20–32CrossRef
go back to reference Li Z, Guo X, Li C et al (2017) Deformation features and failure mechanism of steep rock slope under the mining activities and rainfall. J Mt Sci 14(1):31–45CrossRef Li Z, Guo X, Li C et al (2017) Deformation features and failure mechanism of steep rock slope under the mining activities and rainfall. J Mt Sci 14(1):31–45CrossRef
go back to reference Lian J, Li Q, Deng X, Zhao G, Chen Z (2017) A numerical study on toppling failure of a jointed rock slope by using the distinct lattice spring model. Rock Mech Rock Eng 3:1–18 Lian J, Li Q, Deng X, Zhao G, Chen Z (2017) A numerical study on toppling failure of a jointed rock slope by using the distinct lattice spring model. Rock Mech Rock Eng 3:1–18
go back to reference Liu M, Liu F, Huang R, Pei X (2016) Deep-seated large-scale toppling failure in metamorphic rocks: a case study of the erguxi slope in Southwest China. J Mt Sci 13(12):2094–2110CrossRef Liu M, Liu F, Huang R, Pei X (2016) Deep-seated large-scale toppling failure in metamorphic rocks: a case study of the erguxi slope in Southwest China. J Mt Sci 13(12):2094–2110CrossRef
go back to reference Miao F, Wu Y, Xie Y et al (2017) Prediction of landslide displacement with step-like behavior based on multialgorithm optimization and a support vector regression model. Landslides 15:475–488CrossRef Miao F, Wu Y, Xie Y et al (2017) Prediction of landslide displacement with step-like behavior based on multialgorithm optimization and a support vector regression model. Landslides 15:475–488CrossRef
go back to reference Nie J, Ruetenik G, Gallagher K, Hoke G et al (2018) Rapid incision of the Mekong River in the middle Miocene linked to monsoonal precipitation. Nat Geosci 11:944–948CrossRef Nie J, Ruetenik G, Gallagher K, Hoke G et al (2018) Rapid incision of the Mekong River in the middle Miocene linked to monsoonal precipitation. Nat Geosci 11:944–948CrossRef
go back to reference Piteau DR, Stewart AF, Martin DC (1981) Design examples of open pit slopes susceptible to toppling. Proceeding of third international conference of stability in surface mining. Society of Mining Engineering of AIME, Vancouver, pp 679–712 Piteau DR, Stewart AF, Martin DC (1981) Design examples of open pit slopes susceptible to toppling. Proceeding of third international conference of stability in surface mining. Society of Mining Engineering of AIME, Vancouver, pp 679–712
go back to reference Smith J (2015) Self-stabilization of toppling and hillside creep in layered rocks. Eng Geol 196:139–149CrossRef Smith J (2015) Self-stabilization of toppling and hillside creep in layered rocks. Eng Geol 196:139–149CrossRef
go back to reference Sichuan Provincial Bureau of Geology (1979) Regional geological report of People’s Republic of China. Barkam County H-48-I (GeologicalSection) Sichuan Provincial Bureau of Geology (1979) Regional geological report of People’s Republic of China. Barkam County H-48-I (GeologicalSection)
go back to reference Tamrakar N, Yokota S, Osaka O (2002) A toppled structure with sliding in the Siwalik Hills, midwestern Nepal. Eng Geol 64:339–350CrossRef Tamrakar N, Yokota S, Osaka O (2002) A toppled structure with sliding in the Siwalik Hills, midwestern Nepal. Eng Geol 64:339–350CrossRef
go back to reference Teme CS, West TR (1983) Some secondary toppling failure mechanisms in discontinuous rock slopes. 24th US Symposium on Rock Mech pp 193–204 Teme CS, West TR (1983) Some secondary toppling failure mechanisms in discontinuous rock slopes. 24th US Symposium on Rock Mech pp 193–204
go back to reference Tu X, Dai F, Lu X, Zhong H (2007) Toppling and stabilization of the intake slope for the Fengtan Hydropower Station enlargement project, Mid-South China. Eng Geol 91:152–167CrossRef Tu X, Dai F, Lu X, Zhong H (2007) Toppling and stabilization of the intake slope for the Fengtan Hydropower Station enlargement project, Mid-South China. Eng Geol 91:152–167CrossRef
go back to reference Wang G, Wang C, Zeng Y (2000) The uplift of the Western Yunnan Plateau and the sedimentary response of the Yinggehai Basin. Acta Sedimentol Sin 18:234–240 Wang G, Wang C, Zeng Y (2000) The uplift of the Western Yunnan Plateau and the sedimentary response of the Yinggehai Basin. Acta Sedimentol Sin 18:234–240
go back to reference Weng M, Lo C, Wu C, Chuang T (2015) Gravitational deformation mechanisms of slate slopes revealed bymodel tests and discrete element analysis. Eng Geol 189:116–132CrossRef Weng M, Lo C, Wu C, Chuang T (2015) Gravitational deformation mechanisms of slate slopes revealed bymodel tests and discrete element analysis. Eng Geol 189:116–132CrossRef
go back to reference Woodward RC (1988) The investigation of toppling slope failures in welded ash flow tuff at Glennies Creek Dam, New South Wales. Q J Eng Geol 21:289–298CrossRef Woodward RC (1988) The investigation of toppling slope failures in welded ash flow tuff at Glennies Creek Dam, New South Wales. Q J Eng Geol 21:289–298CrossRef
go back to reference Wyllie DC (1980) Toppling rock slope failures examples of analysis and stabilization. Rock Mech 13(2):89–98CrossRef Wyllie DC (1980) Toppling rock slope failures examples of analysis and stabilization. Rock Mech 13(2):89–98CrossRef
go back to reference Yang D, Li X (2001) Study on the eastward flow of the Jinsha River. J Nanjing Univ (natural Sciences) 37:317–322 Yang D, Li X (2001) Study on the eastward flow of the Jinsha River. J Nanjing Univ (natural Sciences) 37:317–322
go back to reference Zhang ZY, Wang ST, Wang LS (1994) Principle of engineering geology analysis. Geological Publishing House Press, Beijing Zhang ZY, Wang ST, Wang LS (1994) Principle of engineering geology analysis. Geological Publishing House Press, Beijing
go back to reference Zhang JH, Chen ZY, Wang XG (2007) Centrifuge modeling of rock slopes susceptible to block toppling. Rock Mech Rock Eng 40(4):363–382CrossRef Zhang JH, Chen ZY, Wang XG (2007) Centrifuge modeling of rock slopes susceptible to block toppling. Rock Mech Rock Eng 40(4):363–382CrossRef
go back to reference Zhang Z, Liu G, Wu S et al (2015) Rock slope deformation mechanism in the Cihaxia Hydropower Station, Northwest China. Bull Eng Geol Environ 74:943–958CrossRef Zhang Z, Liu G, Wu S et al (2015) Rock slope deformation mechanism in the Cihaxia Hydropower Station, Northwest China. Bull Eng Geol Environ 74:943–958CrossRef
go back to reference Zheng Y, Chen C, Liu T, Xia K, Liu X (2017) Stability analysis of rock slopes against sliding or flexural-toppling failure. Bull Eng Geol Environ 77:1383–1403CrossRef Zheng Y, Chen C, Liu T, Xia K, Liu X (2017) Stability analysis of rock slopes against sliding or flexural-toppling failure. Bull Eng Geol Environ 77:1383–1403CrossRef
go back to reference Zheng Y, Chen C, Liu T, Zhang H, Xia K, Liu F (2018) Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models. Eng Geol 237:116–128CrossRef Zheng Y, Chen C, Liu T, Zhang H, Xia K, Liu F (2018) Study on the mechanisms of flexural toppling failure in anti-inclined rock slopes using numerical and limit equilibrium models. Eng Geol 237:116–128CrossRef
go back to reference Zuo BC, Chen CX, Lie XW, Shen Q (2005) Modeling experiment study on failure mechanism of counter-tilt rock slope. Chin J Rock Mech Eng 34:3505–3511 Zuo BC, Chen CX, Lie XW, Shen Q (2005) Modeling experiment study on failure mechanism of counter-tilt rock slope. Chin J Rock Mech Eng 34:3505–3511
Metadata
Title
Development and evolution of deep-seated toppling landslide by rapid river downcutting
Authors
Guoxiang Tu
Hui Deng
Ming Li
Publication date
01-05-2023
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 5/2023
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-023-03204-5

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