Geoscience Reference
In-Depth Information
REFERENCES
BoulangerRW(2003)Highoverburdenstresseffectsinliquefactionanalyses.JournalofGeotech-
nical and Geoenvironmental Engineering, ASCE129(12):1071-1082
Boulanger RW, Idriss IM (2006) Liquefaction susceptibility criteria for silts and clays. Journal of
Geotechnical and Geoenvironmental Engineering, ASCE132(11):1413-1426
Castro, G (1975) Liquefaction and cyclic mobility of saturated sands. Journal of the Geotechnical
Engineering Division, ASCE101(GT6):551-569
Castro G, Poulos SJ (1977) Factors affecting liquefaction and cyclic mobility. Journal of Geotech-
nical Engineering Division, ASCE103(GT6):501-506
Castro G, Troncoso J (1989) Effects of 1989 Chilean earthquake on three tailings dams. In: Pro-
ceedings, 5thChileanConference on Seismologyand Earthquake Engineering, Santiago
Cubrinovski M, Ishihara K (1999) Empirical Correlation between SPT N-Value and Relative
Densityfor Sandy Soils.Soils and Foundations, Japanese Geotechnical Society 39(5):61-71
Davis AP, Poulos SJ, Castro G (1988) Strengths back figured from liquefaction case histories.
In: Proceedings, 2
nd
International Conference on Case Histories in Geotechnical Engineering,
St. Louis,MO, pp 1693-1701
de Alba P, Seed HB, Retamal E, Seed RB (1988) Analyses of dam failures in 1985 Chilean earth-
quake. Journal ofthe Geotechnical Engineering Division, ASCE114(12):1414-1434
Finn WDL, Ledbetter RH, Fleming RL Jr, Templeton AE, Forrest TW, Stacy ST (1991) Dam on
liquefiable foundation: Safety assessment and remediation. In: Proceedings, 17
th
International
Conference on Large Dams, Vienna, pp 531-553
Hryciw RD, Vitton S, Thomann TG (1990) Liquefaction and flow failure during seismic explo-
ration. Journal of the Geotechnical Engineering Division,ASCE 116(12):1881-1899
Idriss IM, Boulanger RW (2003) Estimating K
α
for use in evaluating cyclic resistance of sloping
ground. In: Hamada, O'Rourke, Bardet (eds), 8
th
US-Japan Workshop on Earthquake Resis-
tant Design of Lifeline Facilities and Countermeasures against Liquefaction, Report MCEER-
03-0003, MCEER,SUNY Buffalo, N.Y., pp 449-468
Ishihara K (1993) Liquefaction and flow failure during earthquakes. Geotechnique 43(3):351-415
Kokusho T (2000) Mechanism for water film generation and lateral flow in liquefied sand layer.
Soilsand Foundations 40(5):99-111
Kulasingam R, Malvick EJ, Boulanger RW, Kutter BL (2004) Strength loss and localization at silt
interlayersinslopesofliquefiedsand.JournalofGeotechnicalandGeoenvironmentalEngineer-
ing,ASCE130(11):1192-1202
LaddCC(1991)Stabilityevaluationduringstagedconstruction.JournaloftheGeotechnicalEngi-
neering Division, ASCE117(4):540-615
Malvick EJ, Kutter BL, Boulanger RW, Feigenbaum HP (2004) Post-shaking failure of sand slope
in centrifuge test. In: Doolin D et al. (eds), 11
th
International Conference on Soil Dynamics and
Earthquake Engineering, and 3
rd
International Conference on Earthquake Geotechnical Engi-
neering, Stallion Press,Vol. 2, pp 447-455
Malvick EJ, Kutter BL, Boulanger RW, Kulasingam R (2006) Shear localization due to
liquefaction-induced void redistribution in a layered infinite slope. Journal of Geotechnical and
Geoenvironmental Engineering, ASCE132(10):1293-1303
Meyerhof GG (1957) Discussion on Research on determining the density of sands by spoon pene-
trationtesting.In:Proceedings,4
th
InternationalConferenceonSoilMechanicsandFoundation.
Engineering, London, Vol. 3,p 110
