Skip to main content
Top
Published in: Bulletin of Engineering Geology and the Environment 1/2018

12-01-2017 | Original Paper

Research on the engineering geological conditions and stability evaluation of the B2 talus slide at the Jin’an Bridge hydropower station, China

Authors: Jin Liu, Jihong Wei, Hao Hu, Jimin Wu, Shaorui Sun, Debi Prasanna Kanungo

Published in: Bulletin of Engineering Geology and the Environment | Issue 1/2018

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The B2 talus slide at the Jin’an Bridge hydropower station is located on the left bank of the Jinsha River and very close to the left abutment of the dam. The stability of the dam is directly influenced by the engineering geological properties, formation mechanisms, and failure modes of the B2 talus slide. This paper highlights the investigation and analysis of the in situ engineering geological conditions of the slide area. The results indicate that the B2 talus slide is composed of three parts: the talus deposits consisting of a soil-rock mixture (SRM) in the upper part, unloaded and relaxed rock mass in the middle part, and bedrock with several tuff interlayers in the lower part. Based on topographic and geomorphologic analyses, the structure of the rock and soil, distribution characteristics, formation mechanisms, and influencing factors, the strength of the SRM in the upper part and the properties of the tuff interlayer in the lower part are the main factors affecting the stability of the slide. Additionally, the failure modes of the slide are likely to be circular in nature in the talus deposits, broken line sliding along the interface between the unloaded and relaxed rock and the upper boundary of the tuff and broken line sliding along the tuff interlayer. The strength parameters of the SRM and the tuff interlayer were obtained through laboratory experiments and theoretical inverse analyses. Additionally, a three-dimensional geological model of the slide was created using the aforementioned results and the software GoCAD. Limit equilibrium and finite element methods were used to evaluate the stability of the slide using two-dimensional and three-dimensional models. The results indicate that the slope is stable under natural conditions. However, the slope may be unstable, under special conditions, such as artificial excavation, flood discharge atomization, rainstorms, and earthquakes.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literature
go back to reference Blais-Stevens A, Behnia P, Kremer M, Page A, Kung R, Bonham-Carter GF (2012) Landslide susceptibility mapping of the Sea to Sky transportation corridor, British Columbia, Canada: comparison of two methods. Bull Eng Geol Environ 71:447–466CrossRef Blais-Stevens A, Behnia P, Kremer M, Page A, Kung R, Bonham-Carter GF (2012) Landslide susceptibility mapping of the Sea to Sky transportation corridor, British Columbia, Canada: comparison of two methods. Bull Eng Geol Environ 71:447–466CrossRef
go back to reference Discenza ME, Esposito C, Martino S, Petitta M, Prestininzi A, Scarascia Mugnozza G (2011) The gravitational slope deformation of Mt. Rocchetta ridge (central Apennines, Italy): geological-evolutionary model and numerical analysis. Bull Eng Geol Environ 70:559–575CrossRef Discenza ME, Esposito C, Martino S, Petitta M, Prestininzi A, Scarascia Mugnozza G (2011) The gravitational slope deformation of Mt. Rocchetta ridge (central Apennines, Italy): geological-evolutionary model and numerical analysis. Bull Eng Geol Environ 70:559–575CrossRef
go back to reference Gu TF, Wang JD, Fu XP, Liu YM (2015) GIS and limit equilibrium in the assessment of regional slope stability and mapping of landslide susceptibility. Bull Eng Geol Environ 74:1105–1115CrossRef Gu TF, Wang JD, Fu XP, Liu YM (2015) GIS and limit equilibrium in the assessment of regional slope stability and mapping of landslide susceptibility. Bull Eng Geol Environ 74:1105–1115CrossRef
go back to reference Hammouri NA, Malkawi AIH, Yamin MMA (2008) Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bull Eng Geol Environ 67(4):471–478CrossRef Hammouri NA, Malkawi AIH, Yamin MMA (2008) Stability analysis of slopes using the finite element method and limiting equilibrium approach. Bull Eng Geol Environ 67(4):471–478CrossRef
go back to reference Hearn GJ, Pettifer GS (2016) The role of engineering geology in the route selection, design and construction of a road across the Blue Nile gorge, Ethiopia. Bull Eng Geol Environ 75:163–191CrossRef Hearn GJ, Pettifer GS (2016) The role of engineering geology in the route selection, design and construction of a road across the Blue Nile gorge, Ethiopia. Bull Eng Geol Environ 75:163–191CrossRef
go back to reference Jiang Q, Qi Z, Wei W, Zhou C (2014) Stability assessment of a high rock slope by strength reduction finite element method. Bull Eng Geol Environ 74(4):1–10 Jiang Q, Qi Z, Wei W, Zhou C (2014) Stability assessment of a high rock slope by strength reduction finite element method. Bull Eng Geol Environ 74(4):1–10
go back to reference Liu F, Zhao J (2013) Limit analysis of slope stability by rigid finite element method and linear programming considering rotational failure. Int J Geomech 13(6):827–839CrossRef Liu F, Zhao J (2013) Limit analysis of slope stability by rigid finite element method and linear programming considering rotational failure. Int J Geomech 13(6):827–839CrossRef
go back to reference Macklin S, Ellison R, Manning J, Farrant A, Lorenti L (2012) Engineering geological characterisation of the Barzaman Formation, with reference to coastal Dubai, UAE. Bull Eng Geol Environ 71:1–19CrossRef Macklin S, Ellison R, Manning J, Farrant A, Lorenti L (2012) Engineering geological characterisation of the Barzaman Formation, with reference to coastal Dubai, UAE. Bull Eng Geol Environ 71:1–19CrossRef
go back to reference Medley E (1994) The engineering characterization of mélanges and similar Block-in-Matrix Rocks (Bimrocks). Ph.D. Dissertation, University of California at Berkeley, California, Ann Arbor, MI: UMI, Inc Medley E (1994) The engineering characterization of mélanges and similar Block-in-Matrix Rocks (Bimrocks). Ph.D. Dissertation, University of California at Berkeley, California, Ann Arbor, MI: UMI, Inc
go back to reference Medley E, Wakabayashi J (2004) Geological characterization of melanges for practitioners. Felsbau Rock Soil Eng J Eng Geol Geomech Tunn 22(5):10–18 Medley E, Wakabayashi J (2004) Geological characterization of melanges for practitioners. Felsbau Rock Soil Eng J Eng Geol Geomech Tunn 22(5):10–18
go back to reference Singh R, Umrao RK, Ansari M, Singh TN (2014) Stability evaluation of road-cut slopes in the Lesser Himalaya of Uttarakhand, India: conventional and numerical approaches. Bull Eng Geol Environ 73:845–857CrossRef Singh R, Umrao RK, Ansari M, Singh TN (2014) Stability evaluation of road-cut slopes in the Lesser Himalaya of Uttarakhand, India: conventional and numerical approaches. Bull Eng Geol Environ 73:845–857CrossRef
go back to reference Sun SR, Xu PL, Wu JM, Wei JH, Fu WG, Liu J, Kanungo DP (2014) Strength parameter identification and application of soil–rock mixture for steep-walled talus slopes in southwestern China. Bull Eng Geol Environ 73:123–140CrossRef Sun SR, Xu PL, Wu JM, Wei JH, Fu WG, Liu J, Kanungo DP (2014) Strength parameter identification and application of soil–rock mixture for steep-walled talus slopes in southwestern China. Bull Eng Geol Environ 73:123–140CrossRef
go back to reference Tyler SW, Wheatcraft SW (1992) Fractal scaling of soil particle-size distribution analysis and limitations. Soil Sci Soc Am J 56:362–369CrossRef Tyler SW, Wheatcraft SW (1992) Fractal scaling of soil particle-size distribution analysis and limitations. Soil Sci Soc Am J 56:362–369CrossRef
go back to reference Usluogullar OF, Temugan A, Duman ES (2015) Comparison of slope stabilization methods by three-dimensional finite element analysis. Nat Hazards 81(2):1027–1050CrossRef Usluogullar OF, Temugan A, Duman ES (2015) Comparison of slope stabilization methods by three-dimensional finite element analysis. Nat Hazards 81(2):1027–1050CrossRef
go back to reference Wang ZM, Kwan AKH, Chan CH (1999) Mesoscopic study of concrete I: generation of random aggregate structure and finite element mesh. Comput Struct 70:533–544CrossRef Wang ZM, Kwan AKH, Chan CH (1999) Mesoscopic study of concrete I: generation of random aggregate structure and finite element mesh. Comput Struct 70:533–544CrossRef
go back to reference Xu WJ, Hu RL (2009) The concept, classification and significance of SRM. Hydrogeol Eng Geol 4:50–56 Xu WJ, Hu RL (2009) The concept, classification and significance of SRM. Hydrogeol Eng Geol 4:50–56
go back to reference Xu W, Hu R, Tan R (2007) Some geomechanical properties of soil–rock mixtures in the Hutiao Gorge area, China. Geotechnique 57(3):255–264CrossRef Xu W, Hu R, Tan R (2007) Some geomechanical properties of soil–rock mixtures in the Hutiao Gorge area, China. Geotechnique 57(3):255–264CrossRef
go back to reference Xu WJ, Yue ZQ, Hu RL (2008) Study on the meso-structure and meso-mechanical characteristics of the soil-rock mixture using digital image processing based finite element method. Int J Rock Mech Min Sci 45(5):749–762CrossRef Xu WJ, Yue ZQ, Hu RL (2008) Study on the meso-structure and meso-mechanical characteristics of the soil-rock mixture using digital image processing based finite element method. Int J Rock Mech Min Sci 45(5):749–762CrossRef
go back to reference Yilmaz I (2009) A case study from Koyulhisar (Sivas-Turkey) for landslide susceptibility mapping by artificial neural networks. Bull Eng Geol Environ 68(3):297–306CrossRef Yilmaz I (2009) A case study from Koyulhisar (Sivas-Turkey) for landslide susceptibility mapping by artificial neural networks. Bull Eng Geol Environ 68(3):297–306CrossRef
go back to reference Yue ZQ, Morin I (1996) digital image processing for aggregate orientation in asphalt concrete mixtures. Can J Civ Eng 23:479–489CrossRef Yue ZQ, Morin I (1996) digital image processing for aggregate orientation in asphalt concrete mixtures. Can J Civ Eng 23:479–489CrossRef
go back to reference Zhang YS, Guo CB, Qu YX, Song YH (2011) Engineering geological properties of altered rocks and implications for railway construction in the Sanjiang orogenic belt, Southwest China. Bull Eng Geol Environ 70:143–152CrossRef Zhang YS, Guo CB, Qu YX, Song YH (2011) Engineering geological properties of altered rocks and implications for railway construction in the Sanjiang orogenic belt, Southwest China. Bull Eng Geol Environ 70:143–152CrossRef
go back to reference Zhou JW, Yang XG, Yang ZH (2015) Determination method for shear strength parameters of rock-soil mixtures using close-range photogrammetry and 3-D limit equilibrium theory. J Mt Sci 12:1068–1083CrossRef Zhou JW, Yang XG, Yang ZH (2015) Determination method for shear strength parameters of rock-soil mixtures using close-range photogrammetry and 3-D limit equilibrium theory. J Mt Sci 12:1068–1083CrossRef
Metadata
Title
Research on the engineering geological conditions and stability evaluation of the B2 talus slide at the Jin’an Bridge hydropower station, China
Authors
Jin Liu
Jihong Wei
Hao Hu
Jimin Wu
Shaorui Sun
Debi Prasanna Kanungo
Publication date
12-01-2017
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 1/2018
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-017-1005-8

Other articles of this Issue 1/2018

Bulletin of Engineering Geology and the Environment 1/2018 Go to the issue