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Volumn 123, Issue 3, 1997, Pages 220-228

Liquefaction and residual strength of sands from drained triaxial tests

Author keywords

[No Author keywords available]

Indexed keywords

LOAD TESTING; RESIDUAL STRESSES; SOIL LIQUEFACTION; SOIL MECHANICS; SOIL TESTING; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS;

EID: 0031105684     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:3(220)     Document Type: Article
Times cited : (35)

References (16)
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    • (1975) Proc., 5th Pan Am. Conf. on Soil Mech. and Found. Engrg. , vol.5 , pp. 79-133
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  • 2
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    • Castro, G.1
  • 3
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    • (1990) J. Geotech. Engrg. Div. , vol.116 , Issue.5 , pp. 805-821
    • DeGregorio, V.B.1
  • 4
    • 0343677501 scopus 로고
    • Liquefaction and deformation of soils and foundations under seismic conditions
    • Univ. of Missouri-Rolla Press, St. Louis, Mo.
    • Dobry, R. (1995). "Liquefaction and deformation of soils and foundations under seismic conditions." SOA Paper, Proc., 3rd Int. Conf. on Recent Adv. in Geotech. Earthquake Engrg. and Soil Dyn., Vol. 3, Univ. of Missouri-Rolla Press, St. Louis, Mo., 231-275.
    • (1995) SOA Paper, Proc., 3rd Int. Conf. on Recent Adv. in Geotech. Earthquake Engrg. and Soil Dyn. , vol.3 , pp. 231-275
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  • 5
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    • Liquefaction and flow failure during earthquakes
    • Ishihara, K. (1993). "Liquefaction and flow failure during earthquakes." 33rd Rankine Lecture, Geotechnique, 43(3), 351-415.
    • (1993) 33rd Rankine Lecture, Geotechnique , vol.43 , Issue.3 , pp. 351-415
    • Ishihara, K.1
  • 6
    • 0342537632 scopus 로고
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    • Marcuson, W. F., Hynes, M. E., and Franklin, A. G. (1990). "Evaluation and use of residual strength in seismic safety analysis of embankments." Earthquake Spectra, 6(3), 529-572.
    • (1990) Earthquake Spectra , vol.6 , Issue.3 , pp. 529-572
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  • 7
    • 0004010169 scopus 로고
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    • (1985) Liquefaction of Soils during Earthquakes
  • 8
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    • Norris, G., Madhu, R., Valceschini, R., and Ashour, M. (1995). "Liquefaction and residual strength of loose sands from drained triaxial tests." Rep. 2, Rep. No. CCEER-95-2, Engrg. Dept., Univ. of Nevada at Reno, Nev.
    • (1995) Rep. 2, Rep. No. CCEER-95-2
    • Norris, G.1    Madhu, R.2    Valceschini, R.3    Ashour, M.4
  • 9
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  • 10
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  • 13
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  • 14
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  • 15
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