Geoscience Reference
In-Depth Information
NaesgaardE,ByrnePM,Seid-KarbasiSM(2005)Modelingflowliquefactionandporewaterredis-
tributionmechanisms.In:Proceedings,8
th
USNationalConferenceonEarthquakeEngineering,
SanFrancisco, CA, EERI,paper 1863
Olson SM, Stark TD (2002) Liquefied strength ratio from liquefaction flow failure case histories.
Canadian Geotechnical Journal 39:629-647
PoulosSJ,CastroG,FranceJW(1985)Liquefactionevaluationprocedure.JournaloftheGeotech-
nical Engineering Division, ASCE,111(6):772-791
Robertson PK et al. (2000) The Canadian Liquefaction Experiment: An overview. Canadian
Geotechnical Journal 37:499-504
Salgado R, Mitchell JK, Jamiolkowski M (1997a) Cavity expansion and penetration resistance in
sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 123(4):344-354
Salgado R, Boulanger RW, Mitchell JK (1997b) Lateral stress effects on CPT liquefaction
resistance correlations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE
123(4):726-735
Seed HB (1987) Design problems in soil liquefaction. Journal of the Geotechnical Engineering
Division, ASCE113(8):827-845
SeedRBHarderLFJr(1990)SPT-basedanalysisofcyclicporepressuregenerationandundrained
residual strength. In: Duncan JM (ed), Proceedings, Seed Memorial Symposium, BiTech Pub-
lishers,Vancouver, B.C.,pp 351-376
Skempton AW (1986) Standard penetration test procedures and the effects in sands of overbur-
den pressure, relative density, particle size, ageing and overconsolidation. Geotechnique, 36(3):
425-447
Stark TD, Mesri G (1992) Undrained shear strength of sands for stability analysis. Journal of the
Geotechnical Engineering Division,ASCE 118(11):1727-1747
Suzuki Y, Sanematsu T, Tokimatsu K (1998) Correlation between SPT and seismic CPT. In:
Robertson PK, Mayne PW (eds), Proceedings, Conference on Geotechnical Site Characteriza-
tion, Balkema, Rotterdam, pp 1375-1380
Vaid YP, Sivathayalan S (1996) Static and cyclic liquefaction potential of Fraser Delta sand in
simple shear and triaxial tests.Canadian Geotechnical Journal 33:281-289
Vaid YP, Sivathayalan S, Eliadorani A, Uthayakumar M (1996) Laboratory testing at UBC
CANLEXReport, Department of CivilEngineering, University ofBritishColumbia
Vasquez-Herrera A,DobryR,BaziarMH(1990)Re-evaluation ofliquefaction triggeringandflow
sliding in the Lower San Fernando Dam during the 1971 earthquake. In: Proceedings, 4
th
U.S.
National Conference on Earthquake Engineering, EERI3:783-792
Whitman RV (1985) On liquefaction. In: Proceedings, 11
th
International Conference on Soil
Mechanics and Foundation Engineering. San Francisco, CA. A.A. Balkema, pp1923-1926
Wride CE, McRoberts EC, Robertson PK (1999) Reconsideration of case histories for estimating
undrained shearstrength in sandy soils.Canadian Geotechnical Journal 36:907-933
Yoshimine M, Robertson PK, Wride CE (1999) Undrained shear strength of clean sands to trigger
flow liquefaction. Canadian Geotechnical Journal 36:891-906
