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Volumn , Issue 75 I, 1998, Pages 313-324

Shear strength of liquefied soil

Author keywords

[No Author keywords available]

Indexed keywords

SHEAR STRENGTH; SOIL LIQUEFACTION; SOIL TESTING; TECHNICAL PRESENTATIONS;

EID: 0031643855     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (4)

References (11)
  • 1
    • 0022736743 scopus 로고
    • The cone penetration test in sands: Part I, state parameter interpretation
    • Been, K., Crooks, J.H., Backer, D.E., and Jeffries, M.G. (1986). "The cone penetration test in sands: part I, state parameter interpretation." Geotechnique, 36(2), 239-249.
    • (1986) Geotechnique , vol.36 , Issue.2 , pp. 239-249
    • Been, K.1    Crooks, J.H.2    Backer, D.E.3    Jeffries, M.G.4
  • 2
    • 0002541377 scopus 로고
    • The shearing characteristics of soils and its relation to the stability of earth dams
    • January
    • Casagrande, A. (1936). "The shearing characteristics of soils and its relation to the stability of earth dams." J. of Boston Soc. of Civil Eng., January.
    • (1936) J. of Boston Soc. of Civil Eng.
    • Casagrande, A.1
  • 3
    • 0004122958 scopus 로고
    • Ph.D. thesis reprinted as Harvard Soil Mechanics Series No. 81, Harvard University, Cambridge MA
    • Castro, G. (1969). "Liquefaction of sands." Ph.D. thesis reprinted as Harvard Soil Mechanics Series No. 81, Harvard University, Cambridge MA, 112 pp.
    • (1969) Liquefaction of Sands
    • Castro, G.1
  • 4
    • 0028826769 scopus 로고
    • Estimating liquefaction potential of sands using the CSU piezovane
    • Charlie, W.A., Siller, T.J., Scott, C.E., Butler, W., and Doehring, D.O. (1995). "Estimating liquefaction potential of sands using the CSU piezovane." Geotechnique, 45(1), 55-67.
    • (1995) Geotechnique , vol.45 , Issue.1 , pp. 55-67
    • Charlie, W.A.1    Siller, T.J.2    Scott, C.E.3    Butler, W.4    Doehring, D.O.5
  • 5
    • 0029478960 scopus 로고
    • Estimating the undrained strength of sand: A theoretical framework
    • Fear, C.E. and Robertson, P.K. (1995). "Estimating the undrained strength of sand: a theoretical framework." Canadian Geotechnical Journal, Vol. 32, 859-870.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 859-870
    • Fear, C.E.1    Robertson, P.K.2
  • 6
    • 0023524511 scopus 로고
    • Design problems in soil liquefaction
    • ASCE
    • Seed, H.B. (1987). "Design problems in soil liquefaction." J. of Geotech. Eng., ASCE, 113(8), 827-845.
    • (1987) J. of Geotech. Eng. , vol.113 , Issue.8 , pp. 827-845
    • Seed, H.B.1
  • 7
    • 0001407197 scopus 로고
    • SPT-based analysis of cyclic pore pressure generation and undrained residual strength
    • Bi-Tech Publishing Ltd.
    • Seed, R.B. and Harder, L.F. (1990). "SPT-based analysis of cyclic pore pressure generation and undrained residual strength." Proc., H.B. Seed Memorial Symp., Bi-Tech Publishing Ltd., Vol. 2, 351-376.
    • (1990) Proc., H.B. Seed Memorial Symp. , vol.2 , pp. 351-376
    • Seed, R.B.1    Harder, L.F.2
  • 8
    • 0026946159 scopus 로고
    • Undrained shear strength of liquefied sands for stability analysis
    • ASCE
    • Stark, T.D. and Mesri, G. (1992). "Undrained shear strength of liquefied sands for stability analysis." J. of Geotech. Eng., ASCE, 118(11), 1727-1747.
    • (1992) J. of Geotech. Eng. , vol.118 , Issue.11 , pp. 1727-1747
    • Stark, T.D.1    Mesri, G.2
  • 10
    • 0024622707 scopus 로고
    • Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples
    • Yoshimi, Y., Tokimatsu, K., and Hosaka, Y. (1989). "Evaluation of liquefaction resistance of clean sands based on high-quality undisturbed samples. " Soils and Foundations, 29(1), 93-104.
    • (1989) Soils and Foundations , vol.29 , Issue.1 , pp. 93-104
    • Yoshimi, Y.1    Tokimatsu, K.2    Hosaka, Y.3
  • 11
    • 0028667282 scopus 로고
    • State parameter from self-boring pressuremeter tests in sand
    • ASCE
    • Yu, H.S. (1994). "State parameter from self-boring pressuremeter tests in sand." J. Geotech. Eng., ASCE, 120(12), 2118-2135.
    • (1994) J. Geotech. Eng. , vol.120 , Issue.12 , pp. 2118-2135
    • Yu, H.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.