메뉴 건너뛰기




Volumn 58, Issue 7, 2008, Pages 605-608

Evaluation of undrained response from drained triaxial shear tests: DEM simulations and experiments

Author keywords

Laboratory tests; Numerical modelling; Sands; Shear strength

Indexed keywords

DISCRETE ELEMENT METHOD; LABORATORY METHOD; LIQUEFACTION; MODEL VALIDATION; NUMERICAL MODEL; PORE PRESSURE; POREWATER; SAMPLE PREPARATION; SAND; SHEAR TEST; SOIL PROFILE; TRIAXIAL TEST; UNDRAINED TEST;

EID: 57849088815     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2008.58.7.605     Document Type: Article
Times cited : (26)

References (19)
  • 1
    • 0942266617 scopus 로고    scopus 로고
    • Evaluating the influence of particle shape on liquefaction behavior using discrete element modeling
    • Honolulu
    • Ashmawy, A. K., Sukumaran, B. & Hoang, V. (2003). Evaluating the influence of particle shape on liquefaction behavior using discrete element modeling. Proc. Ann. Int. Soc. Offshore and Polar Engng Conf., Honolulu, 542-548.
    • (2003) Proc. Ann. Int. Soc. Offshore and Polar Engng Conf , pp. 542-548
    • Ashmawy, A.K.1    Sukumaran, B.2    Hoang, V.3
  • 2
    • 0022082462 scopus 로고
    • A state parameter for sands
    • Been, K. & Jefferies, M. G. (1985). A state parameter for sands. Géotechnique 35, No. 2, 99-112.
    • (1985) Géotechnique , vol.35 , Issue.2 , pp. 99-112
    • Been, K.1    Jefferies, M.G.2
  • 3
  • 4
    • 0003278969 scopus 로고
    • Liquefaction and cyclic deformation of sands: A critical review
    • Buenos Aires
    • Casagrande, A. (1977). Liquefaction and cyclic deformation of sands: a critical review. Proc 5th Pan Am. Conf. Soil Mech. Found. Engng, Buenos Aires 5, 79-133.
    • (1977) Proc 5th Pan Am. Conf. Soil Mech. Found. Engng , vol.5 , pp. 79-133
    • Casagrande, A.1
  • 5
    • 0004122958 scopus 로고
    • PhD dissertation, Harvard University
    • Castro, G. (1969). Liquefaction of sands. PhD dissertation, Harvard University.
    • (1969) Liquefaction of sands
    • Castro, G.1
  • 6
    • 0017505383 scopus 로고
    • Factors affecting liquefaction and cyclic mobility
    • Castro, G. & Poulos, S. J. (1977). Factors affecting liquefaction and cyclic mobility. J Geotech. Engng ASCE 103, No. 6, 501-516.
    • (1977) J Geotech. Engng ASCE , vol.103 , Issue.6 , pp. 501-516
    • Castro, G.1    Poulos, S.J.2
  • 7
    • 0026492909 scopus 로고
    • Steady state strength analysis of lower San Fernando Dam slide
    • Castro, G., Seed, R. S., Keller, T. O. & Seed, H. B. (1992). Steady state strength analysis of lower San Fernando Dam slide. J. Geotech. Engng ASCE 118, No. 3, 406-427.
    • (1992) J. Geotech. Engng ASCE , vol.118 , Issue.3 , pp. 406-427
    • Castro, G.1    Seed, R.S.2    Keller, T.O.3    Seed, H.B.4
  • 9
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • Cundall, P. A. & Strack, O. D. L. (1979). A discrete numerical model for granular assemblies. Géotechnique 29, No. 1, 47-65.
    • (1979) Géotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 10
    • 0025431582 scopus 로고
    • Loading systems, sample preparation and liquefaction
    • De Gregorio, V. B. (1990). Loading systems, sample preparation and liquefaction. J. Geotech. Engng Div. ASCE 116, No. 5, 805-821.
    • (1990) J. Geotech. Engng Div. ASCE , vol.116 , Issue.5 , pp. 805-821
    • De Gregorio, V.B.1
  • 11
    • 0000830492 scopus 로고
    • Drained strength characteristics of sand
    • Lee, K. L. & Seed, H. B. (1967). Drained strength characteristics of sand. J. Soil Mech. Found. Div. ASCE 93, No. 6, 117-141.
    • (1967) J. Soil Mech. Found. Div. ASCE , vol.93 , Issue.6 , pp. 117-141
    • Lee, K.L.1    Seed, H.B.2
  • 12
    • 0028380704 scopus 로고
    • Numerical simulations of monotonic and cyclic loading of granular soil
    • Ng, T. T. & Dobry, N. (1994). Numerical simulations of monotonic and cyclic loading of granular soil. Int. J. Numer. Anal. Methods Geomech. 120, No. 2, 388-403.
    • (1994) Int. J. Numer. Anal. Methods Geomech , vol.120 , Issue.2 , pp. 388-403
    • Ng, T.T.1    Dobry, N.2
  • 13
    • 0031105684 scopus 로고    scopus 로고
    • Liquefaction and residual strength of sands from drained triaxial tests
    • Norris, G., Siddarthan, R. & Madhu, R. (1997). Liquefaction and residual strength of sands from drained triaxial tests. J. Geotech. Geoenviron. Engng ASCE 123, No. 3, 220-228.
    • (1997) J. Geotech. Geoenviron. Engng ASCE , vol.123 , Issue.3 , pp. 220-228
    • Norris, G.1    Siddarthan, R.2    Madhu, R.3
  • 14
    • 0019791972 scopus 로고
    • The steady state of deformation
    • Poulos, S. J. (1981). The steady state of deformation, J. Geotech. Engng Div. ASCE 107 No. 5, 553-562.
    • (1981) J. Geotech. Engng Div. ASCE , vol.107 , Issue.5 , pp. 553-562
    • Poulos, S.J.1
  • 16
    • 0036790938 scopus 로고    scopus 로고
    • Micromechanical modeling of monotonic drained and undrained shear behaviour of granular media using three-dimensional DEM
    • Sitharam, T. G., Dinesh, S. V. & Shmizu, N. (2002). Micromechanical modeling of monotonic drained and undrained shear behaviour of granular media using three-dimensional DEM. Int. J. Numer. Anal. Methods Geomech. 26, No. 12, 1167-1189.
    • (2002) Int. J. Numer. Anal. Methods Geomech , vol.26 , Issue.12 , pp. 1167-1189
    • Sitharam, T.G.1    Dinesh, S.V.2    Shmizu, N.3
  • 17
    • 33846365406 scopus 로고    scopus 로고
    • Critical state behaviour of granular materials using three-dimensional discrete element modelling
    • eds S. J. Antony, W. Hoyle and Y. Ding, pp, London: Royal Society of Chemistry
    • Sitharam, T. G., Dinesh, S. V. & Srinivasa Murthy, B. R. (2003). Critical state behaviour of granular materials using three-dimensional discrete element modelling. In Granular materials: Fundamentals and Applications (eds S. J. Antony, W. Hoyle and Y. Ding), pp. 135-156. London: Royal Society of Chemistry.
    • (2003) Granular materials: Fundamentals and Applications , pp. 135-156
    • Sitharam, T.G.1    Dinesh, S.V.2    Srinivasa Murthy, B.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.