메뉴 건너뛰기




Volumn 33, Issue 2, 1996, Pages 281-289

Static and cyclic liquefaction potential of Fraser Delta sand in simple shear and triaxial tests

Author keywords

Cyclic; Liquefaction; Sand; Simple shear; Static; Triaxial

Indexed keywords

EARTHQUAKE EFFECTS; LOADS (FORCES); MECHANICAL VARIABLES MEASUREMENT; SAND; SOIL MECHANICS; SOIL TESTING; STRESSES;

EID: 0030114823     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-007     Document Type: Article
Times cited : (195)

References (23)
  • 1
    • 0010470217 scopus 로고
    • Standard test methods for maximum index density of soils using a vibratory table (D4253-83)
    • Sect. 4, Vol. 04.08. ASTM, Philadelphia, Pa.
    • ASTM. 1991a. Standard test methods for maximum index density of soils using a vibratory table (D4253-83). In 1991 Annual Book of ASTM Standards, Sect. 4, Vol. 04.08. ASTM, Philadelphia, Pa., pp. 589-600.
    • (1991) 1991 Annual Book of ASTM Standards , pp. 589-600
  • 2
    • 0010470326 scopus 로고
    • Standard test methods for minimum index density of soils and calculation of relative density (D4254-83)
    • Sect. 4, Vol. 04.08. ASTM, Philadelphia, Pa.
    • ASTM. 1991b. Standard test methods for minimum index density of soils and calculation of relative density (D4254-83). In 1991 Annual Book of ASTM Standards, Sect. 4, Vol. 04.08. ASTM, Philadelphia, Pa., pp. 601-607.
    • (1991) 1991 Annual Book of ASTM Standards , pp. 601-607
  • 3
    • 0003081620 scopus 로고
    • Shear strength parameters for undisturbed and remolded soil specimens
    • Cambridge University
    • Bishop, A.W. 1971. Shear strength parameters for undisturbed and remolded soil specimens. Roscoe Memorial Symposium, Cambridge University, pp. 3-58.
    • (1971) Roscoe Memorial Symposium , pp. 3-58
    • Bishop, A.W.1
  • 4
    • 54549094675 scopus 로고
    • Direct simple shear tests on a Norwegian quick clay
    • Bjerrum, L., and Landva, A. 1966. Direct simple shear tests on a Norwegian quick clay. Géotechnique, 16(1): 1-20.
    • (1966) Géotechnique , vol.16 , Issue.1 , pp. 1-20
    • Bjerrum, L.1    Landva, A.2
  • 5
    • 0004122958 scopus 로고
    • Ph.D. thesis, Harvard University, Cambridge, Mass.
    • Castro, G. 1969. Liquefaction of sands. Ph.D. thesis, Harvard University, Cambridge, Mass.
    • (1969) Liquefaction of Sands
    • Castro, G.1
  • 6
    • 0023306782 scopus 로고
    • Comparison of truly undrained and constant volume direct simple shear tests
    • Dyvik, R., Berre, T., Lacasse, S., and Raadim, B. 1987. Comparison of truly undrained and constant volume direct simple shear tests. Géotechnique, 37(1): 3-10.
    • (1987) Géotechnique , vol.37 , Issue.1 , pp. 3-10
    • Dyvik, R.1    Berre, T.2    Lacasse, S.3    Raadim, B.4
  • 8
  • 9
    • 0020970877 scopus 로고
    • The development of hollow cylinder apparatus for investigating the effects of principal stress rotation in soils
    • Hight, D.W., Gens, A., and Symes, M.J. 1983. The development of hollow cylinder apparatus for investigating the effects of principal stress rotation in soils. Géotechnique, 33(1): 355-383.
    • (1983) Géotechnique , vol.33 , Issue.1 , pp. 355-383
    • Hight, D.W.1    Gens, A.2    Symes, M.J.3
  • 10
    • 0004010169 scopus 로고
    • Committee on Earthquake Engineering, Commission on Engineering and Technical Systems, National Research Council, Washington, D.C., Report No. CETS-EE-001
    • NRC. 1985. Liquefaction of soils during earthquakes. Committee on Earthquake Engineering, Commission on Engineering and Technical Systems, National Research Council, Washington, D.C., Report No. CETS-EE-001.
    • (1985) Liquefaction of Soils during Earthquakes
  • 11
    • 0002994239 scopus 로고
    • Experimental study of anisotropic shear strength of sand by plane strain test
    • Oda, M., Koishikawa, I., and Higuchi, T. 1978. Experimental study of anisotropic shear strength of sand by plane strain test. Soils and Foundations, 18(1): 25-38.
    • (1978) Soils and Foundations , vol.18 , Issue.1 , pp. 25-38
    • Oda, M.1    Koishikawa, I.2    Higuchi, T.3
  • 13
    • 0028183958 scopus 로고
    • Effect of overburden pressure on liquefaction resistance of sand
    • Pillai, V.S., and Byrne, P.M. 1994. Effect of overburden pressure on liquefaction resistance of sand. Canadian Geotechnical Journal, 31: 53-60.
    • (1994) Canadian Geotechnical Journal , vol.31 , pp. 53-60
    • Pillai, V.S.1    Byrne, P.M.2
  • 14
    • 85024152173 scopus 로고
    • 10th Rankine Lecture, "The influence of strains in soll mechanics"
    • Roscoe, K.H. 1970. 10th Rankine Lecture, "The influence of strains in soll mechanics". Géotechnique, XX(2): 129-170.
    • (1970) Géotechnique , vol.20 , Issue.2 , pp. 129-170
    • Roscoe, K.H.1
  • 15
    • 0001407197 scopus 로고
    • SPT based analysis of cyclic pore pressure generation and undrained residual strength
    • Seed, R.B., and Harder, L.F. 1990. SPT based analysis of cyclic pore pressure generation and undrained residual strength. Proceedings, Memorial Symposium of H.B. Seed, Vol. 2, pp. 351-376.
    • (1990) Proceedings, Memorial Symposium of H.B. Seed , vol.2 , pp. 351-376
    • Seed, R.B.1    Harder, L.F.2
  • 17
    • 0022360088 scopus 로고
    • Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations
    • ASCE
    • Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R.M. 1985. Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations. Journal of Geotechnical Engineering, ASCE, 111(12): 1425-1445.
    • (1985) Journal of Geotechnical Engineering , vol.111 , Issue.12 , pp. 1425-1445
    • Seed, H.B.1    Tokimatsu, K.2    Harder, L.F.3    Chung, R.M.4
  • 18
    • 0023577353 scopus 로고
    • A bounding surface for granular materials
    • Shibuya, S., and Hight, D.W. 1987. A bounding surface for granular materials. Soils and Foundations, 27(4): 123-136.
    • (1987) Soils and Foundations , vol.27 , Issue.4 , pp. 123-136
    • Shibuya, S.1    Hight, D.W.2
  • 19
    • 84866950417 scopus 로고
    • Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation
    • Skempton, A.W. 1986. Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation. Géotechnique, 36(3): 425-447.
    • (1986) Géotechnique , vol.36 , Issue.3 , pp. 425-447
    • Skempton, A.W.1
  • 22
    • 0028977247 scopus 로고
    • Liquefaction and post liquefaction behaviour of sand
    • ASCE
    • Vaid, Y.P., and Thomas, J. 1995. Liquefaction and post liquefaction behaviour of sand. Journal of Geotechnical Engineering, ASCE, 121(2): 163-173.
    • (1995) Journal of Geotechnical Engineering , vol.121 , Issue.2 , pp. 163-173
    • Vaid, Y.P.1    Thomas, J.2
  • 23
    • 0025573182 scopus 로고
    • Generalized stress path dependent soil behaviour with a new hollow cylinder torsional apparatus
    • Vaid, Y.P., Sayao, A., Hou, E., and Negussey, D. 1990. Generalized stress path dependent soil behaviour with a new hollow cylinder torsional apparatus. Canadian Geotechnical Journal, 27(5): 601-616.
    • (1990) Canadian Geotechnical Journal , vol.27 , Issue.5 , pp. 601-616
    • Vaid, Y.P.1    Sayao, A.2    Hou, E.3    Negussey, D.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.