Exportar registro bibliográfico


Metrics:

Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data (2019)

  • Authors:
  • Autor USP: AUGUSTO FILHO, OSWALDO - EESC
  • Unidade: EESC
  • DOI: 10.1007/s10064-018-1392-5
  • Subjects: SOLO ARENOSO; RODOVIAS; TALUDES; GEOTECNIA
  • Agências de fomento:
  • Language: Inglês
  • Imprenta:
  • Source:
  • Acesso à fonteDOI
    Informações sobre o DOI: 10.1007/s10064-018-1392-5 (Fonte: oaDOI API)
    • Este periódico é de assinatura
    • Este artigo NÃO é de acesso aberto
    • Cor do Acesso Aberto: closed

    How to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas

    • ABNT

      AUGUSTO FILHO, Oswaldo; FERNANDES, Mariana Alher. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data. Bulletin of Engineering Geology and the Environment, Heidelberg, Germany, Springer, v. 78, p. 4167-4185, 2019. Disponível em: < http://dx.doi.org/10.1007/s10064-018-1392-5 > DOI: 10.1007/s10064-018-1392-5.
    • APA

      Augusto Filho, O., & Fernandes, M. A. (2019). Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data. Bulletin of Engineering Geology and the Environment, 78, 4167-4185. doi:10.1007/s10064-018-1392-5
    • NLM

      Augusto Filho O, Fernandes MA. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data [Internet]. Bulletin of Engineering Geology and the Environment. 2019 ; 78 4167-4185.Available from: http://dx.doi.org/10.1007/s10064-018-1392-5
    • Vancouver

      Augusto Filho O, Fernandes MA. Landslide analysis of unsaturated soil slopes based on rainfall and matric suction data [Internet]. Bulletin of Engineering Geology and the Environment. 2019 ; 78 4167-4185.Available from: http://dx.doi.org/10.1007/s10064-018-1392-5

    Referências citadas na obra
    Abramento M, Pinto CS (1993) Resistência ao cisalhamento de solo coluvionar não saturado das encostas da Serra do Mar. Solos Rochas 3(16):145–158
    Barreto CEAG, Wendland E, Marcuzzo FFN (2009) Estimativa da evapotranspiração a partir do nível estático de aquífero. Eng Agríc Jaboticabal 29(1):52–61
    Blatz JA, Ferreira NJ, Graham J (2004) Effect of near-surface environmental conditions on instability of an unsaturated soil slope. Can Geotech J 41(6):959–971
    Brand EW (1985) Predicting the perfomance of residual soil slopes (theme lecture). In: Proceedings International Conference on Soil Mechanics and Foundation Engineering, 11, 1985, San Francisco. pp 2541–2578
    Calle JAC (2000) Análise de ruptura de talude em solo não saturado. Dissertação (Mestrado), Universidade de São Paulo, São Carlos
    Cardoso Júnior CR (2006) Estudo do comportamento de um solo residual de gnaisse não saturado para avaliar a influência da infiltração na estabilidade de taludes. Dissertação (Mestrado), Universidade de São Paulo, São Paulo
    Cho SE, Lee SR (2001) Instability of unsaturated soil slopes due to infiltration. Comput Geotech 28:185–208
    Collins BD, Znidarcic D (2004) Stability analyses of rainfall induced landslides. J Geotech Geoenviron 130(4):362–372
    Fernandes M A (2016) Estudo dos mecanismos de instabilização em um talude de solo arenoso não saturado localizado na região centro-oeste paulista. Tese (Doutorado)s, Universidade de São Paulo, São Carlos
    Fredlund DG (2002) Use of the soil-water characteristic curve in the implementation of unsaturated soil mechanics. In: International Conference on Unsaturated Soils, 3. Recife. Proceedings… Netherlands: A.A. Balkema, 2002. p 887–902
    Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. John Wiley, New York
    Fredlund DG, Xing A (1994) Equations for the soil-water characteristic curve. Can Geotech J 32(3):521–532
    Fredlund DG, Morgenstern NR, Widger RA (1978) The shear strength of unsaturated soils. Can Geotech J 15:313–321
    Gardner WR (1958) Some steady-state solutions of the unsaturated moisture flow equation with application to evaporation from a water table. Soil Sci 85(4):228–232
    Gasmo JM, Rahardjo H, Leong EC (2000) Infiltration effects on stability of a residual soil slope. Comput Geotech 26:145–165
    GEOSLOPE International Ltd. (2017) Heat and mass transfer modeling with GeoStudio 2018 (2nd 3dn). Calgary, Alberta
    Gofar N, Lee LM, Asof M (2006) Transient seepage and slope stability analysis for rainfall-induced landslide: a case study. Malaysian J of Civil Eng 18(1):1–13
    Guidicini G, Wolle CM, Moruzzi C (1976) Um caso de instrumentação de maciços na Rodovia dos Imigrantes. Seminário Dersa 1:78–89
    Hamdhan I, Shweiger H (2013) Finite element method–based analysis of an unsaturated soil slope subjected to rainfall infiltration. Int J Geomech 13(5):653–658
    Kim YT, Lee JS (2013) Slope stability characteristic of unsaturated weathered granite soil in Korea considering antecedent rainfall. In: Proceedings Geo-Congress, 2013, San Diego. pp 394–401
    Krahn J, Fredlund DG, Klassen MJ (1989) Effect of soil suction on slope stability at Notch Hill. Can Geotech J 26(2):269–278
    Lee LM, Gofar N, Rahardjo H (2009) A simple model for preliminary evaluation of rainfall-induced slope instability. Eng Geol 108(3/4):272–285
    Lim TT, Rahardjo H, Chang MF (1996) Effect of rainfall on matric suctions in a residual soil slope. Can Geotech J 33(2):618–628
    Lu N, Godt J (2008) Infinite slope stability under steady unsaturated seepage conditions. Water Resour Res 44(W11404):1–13
    Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, New York
    Lumb P (1975) Slope failures in Hong Kong. Q J Eng Geol 8:31–65
    Matos MM (1974) Stability of slopes in residual soils. 1974. Dissertation (M.Sc.) – University of Alberta, Canada. 234p
    Meriggi R, Di Marco C, Pavoni R (2002) A Parametric analysis of colluvial slope stability during heavy rainfalls. In: Proceedings International Conference on Unsaturated Soils, 3, 2002, Recife.
    Ng CWW, Shi Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Comput Geotech 22(1):1–28
    Nogami JS, Villibor DF (1979) Soil characterization of mapping units for highway purposes in a tropical area. Bull Int Assoc Eng Geol 19:196–199
    Pejon OJ (1992) Mapeamento geotécnico da folha de Piracicaba-SP (escala 1:100.000): estudo de aspectos metodológicos, de caracterização e de apresentação dos atributos. 1992. 224 f. Tese (Doutorado), Universidade de São Paulo, São Carlos
    Rahardjo H, Lim TT, Chang MF, Fredlund DG (1995) Shear-strength characteristics of a residual soil. Can Geotech J 32(1):60–77
    Rahardjo H, Leong EC, Rezaur RB (2002) Studies of rainfall-induced slope failures. In: Proceedings National Seminar, 2002, Bandung. pp 15–29
    Rahardjo H Ong TH, Rezaur RB, Leong EC (2007) Factors controlling instability of homogeneous soil slopes under rainfall. J Geotech Geoenviron Eng 133(12):1532–1543
    Reder A, Rianna G, Pagano L (2018) Physically based approaches incorporating evaporation for early warning predictions of rainfall-induced landslides. Nat Hazards Earth Syst Sci 18:613–631
    Richards BG (1931) Capillary conduction of liquids through porous mediums. J Appl Phys 1(5):318–333
    Santos CR (2004) Análise paramétrica da infiltração e sua influência na estabilidade de taludes em solo não saturado. Dissertação (Mestrado), Universidade de São Paulo, São Carlos
    Trandafir AC et al (2008) Monitored and simulated variations on matric suction during rainfall in a residual soil slope. Environ Geol 55(5):951–961
    Tsaparas I et al (2002) Controlling parameters for rainfall-induced landslides. Comput Geotech 29:1–27
    Van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44(55):892–898
    Vargas M, Pichler E (1957) Residual soil and rock slides in Santos (Brazil). In: Proceedings International Conference on Soil Mechanics and Foundation Engineering, 4, London v.2, pp 61–71
    Vilar OM (2007) An expedite method to predict the shear strength of unsaturated soils. Soils and Rocks 30(1):51–61
    Wolle C et al (1978) A slide mechanism in the slopes of the Serra do Mar, Southeastern Brazil. In: Proceedings International Conference on Soil Mechanics and Foundation Engineering, 3, Madrid. 14 pp
    Zambrana VD (2014) Análise numérica da influência de chuvas externas na estabilidade de taludes. 2014. Dissertação (Mestrado), Universidade de São Paulo, São Paulo
    Zhang J, Jiao JJ, Yang J (2000) In situ rainfall infiltration studies at a hillside in Hubei Provence, China. Eng Geol 57(1):31–38
    Zhang TLT, Ng CWW, Fredlund DG (2006) Instrumentation of an unsaturated expansive soil slope. Geotech Test J 30:1–11

Digital Library of Intellectual Production of Universidade de São Paulo     2012 - 2021