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Volumn 1, Issue 4, 2011, Pages 95-99

Open-mode discontinuities in soils

Author keywords

Failure; Numerical modelling; Strain localization

Indexed keywords

DESICCATION CRACKS; HYDRAULIC FRACTURE; IMMISCIBLE PHASIS; MACRO SCALE; MISCIBLE FLUID; NUMERICAL MODELLING; STRAIN LOCALIZATION; STRESS-DEPENDENT;

EID: 84855394134     PISSN: None     EISSN: 20452543     Source Type: Journal    
DOI: 10.1680/geolett.11.00014     Document Type: Article
Times cited : (31)

References (21)
  • 1
    • 84932528083 scopus 로고
    • Hydraulic fracturing in field permeability testing
    • Bjerrum, L., Kennard, R. M., Gibson, R. E. & Nash, J. (1972). Hydraulic fracturing in field permeability testing. Géotechnique 22, No. 2, 319-332.
    • (1972) Géotechnique , vol.22 , Issue.2 , pp. 319-332
    • Bjerrum, L.1    Kennard, R.M.2    Gibson, R.E.3    Nash, J.4
  • 2
    • 0033543845 scopus 로고    scopus 로고
    • Formation of natural gas hydrates in marine sediments 1. Conceptual model of gas hydrate growth conditioned by host sediment properties
    • Clennell, M. B., Hovland, M., Booth, J. S., Henry, P. & Winters, W. J. (1999). Formation of natural gas hydrates in marine sediments 1. Conceptual model of gas hydrate growth conditioned by host sediment properties. J. Geophys. Res. 104, No. B10, 22985-23003.
    • (1999) J. Geophys. Res. , vol.104 , Issue.B10 , pp. 22985-23003
    • Clennell, M.B.1    Hovland, M.2    Booth, J.S.3    Henry, P.4    Winters, W.J.5
  • 8
    • 0036202157 scopus 로고    scopus 로고
    • Influence of soil strength on root growth: Experiments and analysis using a critical-state model
    • Kirby, J. M. & Bengough, A. G. (2002). Influence of soil strength on root growth: experiments and analysis using a critical-state model. Eur. J. Soil Sci. 53, No. 1, 119-127.
    • (2002) Eur. J. Soil Sci. , vol.53 , Issue.1 , pp. 119-127
    • Kirby, J.M.1    Bengough, A.G.2
  • 9
    • 0031200889 scopus 로고    scopus 로고
    • An idealized framework for the analysis of cohesive soils undergoing desiccation
    • Konrad, J. M. & Ayad, R. (1997). An idealized framework for the analysis of cohesive soils undergoing desiccation. Canad. Geotech. J. 34, No. 4, 477-488.
    • (1997) Canad. Geotech. J. , vol.34 , Issue.4 , pp. 477-488
    • Konrad, J.M.1    Ayad, R.2
  • 10
    • 0019636884 scopus 로고
    • The segregation potential of a freezing soil
    • Konrad, J. M. & Morgenstern, N. R. (1981). The segregation potential of a freezing soil. Canad. Geotech. J. 18, No. 4, 482-491.
    • (1981) Canad. Geotech. J. , vol.18 , Issue.4 , pp. 482-491
    • Konrad, J.M.1    Morgenstern, N.R.2
  • 12
    • 0022267060 scopus 로고
    • Exploration of a rigid ice model of frost heave
    • O'Neill, K. & Miller, R. D. (1985). Exploration of a rigid ice model of frost heave. Water Resources Res. 21, No. 3, 281-296.
    • (1985) Water Resources Res , vol.21 , Issue.3 , pp. 281-296
    • O'Neill, K.1    Miller, R.D.2
  • 13
    • 34548319367 scopus 로고    scopus 로고
    • Formation of ice lenses and frost heave
    • Rempel, A. W. (2007). Formation of ice lenses and frost heave. J. Geophys. Res. 112, F02S21, http://dx.doi.org/10.1029/2006JF000525.
    • (2007) J. Geophys. Res. , vol.112
    • Rempel, A.W.1
  • 14
    • 34848862205 scopus 로고    scopus 로고
    • Experimental and numerical analysis of desiccation of a mining waste
    • Rodriguez, R., Sanchez, M., Ledesma, A. & Lloret, A. (2007). Experimental and numerical analysis of desiccation of a mining waste. Canad. Geotech. J. 44, No. 6, 644-658.
    • (2007) Canad. Geotech. J. , vol.44 , Issue.6 , pp. 644-658
    • Rodriguez, R.1    Sanchez, M.2    Ledesma, A.3    Lloret, A.4
  • 15
    • 0037268886 scopus 로고    scopus 로고
    • Soil behavior at the microscale: Particle forces
    • MIT, Boston, MA. Reston, VA: ASCE, special publication
    • Santamarina, J. C. (2003). Soil behavior at the microscale: particle forces. In Soil behavior and soft ground construction: the Ladd symposium, MIT, Boston, MA. Reston, VA: ASCE, special publication 119, pp. 25-56.
    • (2003) Soil Behavior and Soft Ground Construction: The Ladd Symposium , vol.119 , pp. 25-56
    • Santamarina, J.C.1
  • 16
    • 84855405359 scopus 로고    scopus 로고
    • Energy geotechnology: Implications of mixed fluid conditions
    • Unsat 2010, Barcelona (Alonso, E. E. & Gens, A. (eds)). London: Taylor & Francis Group
    • Santamarina, J. C. & Jang, J. (2011). Energy geotechnology: implications of mixed fluid conditions. In Proc. 5th Int. Conf. on Unsaturated Soils, Unsat 2010, Barcelona (Alonso, E. E. & Gens, A. (eds)). London: Taylor & Francis Group, pp. 33-50.
    • (2011) Proc. 5th Int. Conf. on Unsaturated Soils. , pp. 33-50
    • Santamarina, J.C.1    Jang, J.2
  • 17
    • 77958503755 scopus 로고    scopus 로고
    • Fluid-driven fractures in uncemented sediments: Underlying particle-level processes
    • Shin, H. & Santamarina, J. C. (2010). Fluid-driven fractures in uncemented sediments: underlying particle-level processes. Earth Planet. Sci. Lett. 299, No. 1-2, 180-189.
    • (2010) Earth Planet. Sci. Lett. , vol.299 , Issue.1-2 , pp. 180-189
    • Shin, H.1    Santamarina, J.C.2
  • 18
    • 80054007330 scopus 로고    scopus 로고
    • Desiccation cracks in saturated fine-grained soils: Particle level phenomena and effective stress analysis
    • Shin H. & Santamarina J. C. (2011). Desiccation cracks in saturated fine-grained soils: particle level phenomena and effective stress analysis. Géotechnique 61, No. 11, 961-972.
    • (2011) Géotechnique , vol.61 , Issue.11 , pp. 961-972
    • Shin, H.1    Santamarina, J.C.2
  • 19
    • 0022010372 scopus 로고
    • Consistent tangent operators for rate-independent elastoplasticity
    • Simo, J. C. & Taylor, R. L. (1985). Consistent tangent operators for rate-independent elastoplasticity. Comput. Methods Appl. Mech. Eng. 48, No. 1, 101-118.
    • (1985) Comput. Methods Appl. Mech. Eng. , vol.48 , Issue.1 , pp. 101-118
    • Simo, J.C.1    Taylor, R.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.