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Slope Stability

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Soil Mechanics
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Abstract

Slope stability is one of the three classic engineering problems of soil mechanics. Slope stability and landslide treatment are important problems encountered in civil engineering, water conservancy, highway construction, and railway construction.

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References

  • Braja MD (2002) Principles of geotechnical engineering, 5th edn. Brooks/Cole-Thomson Learning, California

    Google Scholar 

  • Chen ZY (2003) Soil slope stability analysis: theory, method and programs. China Water Power Press, Beijing (in Chinese)

    Google Scholar 

  • Liu JJ, Li YM, Che AL (2011) Computation of dynamic safety factor of rock slope stability based on UST. Rock Soil Mech 32(Supp. 2):662–6722 (in Chinese)

    Google Scholar 

  • Morgenstern NP, Price VE (1965) The analysis of the stability of general slip surfaces. Géotechnique 15(1):79–93

    Article  Google Scholar 

  • Xu WL, Wang YJ (2010) Plastic analysis and supporting design and construction of Fenghuang mountain slope in Wuhan. Soil Eng Found 24(5):27–29 (in Chinese)

    Google Scholar 

  • Yu MH (1992) A new system of strength theory. Xian Jiaotong University Press, Xian (in Chinese)

    Google Scholar 

  • Yu MH, Yang SY, Liu CY (1997) Unified plane–strain slip line theory. China Civ Eng J 30(2):14–26 (in Chinese, English abstract)

    Google Scholar 

  • Zhang BH, Shi DG (2010) Study on the soil slope stability based on the UST. Chin J Undergr Space Eng 6(6):1174–1177 (in Chinese)

    Google Scholar 

  • Zhang YQ, Song L, Fan W (1998) Unified slip line solution of the wedge’ s ultimate load and its application in geotechnical engineering. J Xi’an Jiaotong Univ 32(12):59–62 (in Chinese)

    Google Scholar 

  • Zhang YQ, Fan W, Yu MH (2000) Unified slip line solution of ultimate load of slope. J Rock Mech Eng 19:994–996 (in Chinese)

    Google Scholar 

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Correspondence to Mao-Hong Yu .

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© 2023 Springer Nature Singapore Pte Ltd. and Zhejiang University Press

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Yu, MH. (2023). Slope Stability. In: Soil Mechanics. Springer, Singapore. https://doi.org/10.1007/978-981-99-2781-4_9

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  • DOI: https://doi.org/10.1007/978-981-99-2781-4_9

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-99-2780-7

  • Online ISBN: 978-981-99-2781-4

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