Geoscience Reference
In-Depth Information
Laterally Spreading Ground, GSP 145, ASCE,pp 242-254
DobryR,TaboadaV,LiuL(1995)Centrifugemodelingofliquefactioneffectsduringearthquakes.
Proc1stIntlConfonEarthquakeGeotechnicalEngineering,KIshihara,ed,Tokyo,Japan,vol3,
pp 1291-1324
Dobry R, Abdoun T, O'Rourke TD, Goh SH (2003) Single piles in lateral spreads: Field bending
moment evaluation. J. Geotech. Geoenviron. Eng.,ASCE 129(10):879-889
Ledezma C, Bray JD (2006) A probabilistic design procedure that incorporates the pile-pinning
effect in bridge foundations undergoing liquefaction-induced lateral spreading Fifth National
Seismic Confon Bridgesand Highways, MCEER-06-SP09,Paper B22
Liyanapathirana DS, Poulos HG (2005) Pseudostatic approach for seismic analysis of piles in
liquefying soil. J. Geotech. Geoenviron. Eng.,ASCE 131(12):1480-1487
Malvick EJ, Kutter BL, Boulanger RW, Kulasingam, R (2006) Shear localization due to
liquefaction-inducedvoidredistributioninalayeredinfiniteslope.J.Geotech.Geoenviron.Eng.,
ASCE132(10):1293-1303
Martin GR, March ML, Anderson DG, Mayes RL, Power MS (2002) Recommended design
approach for liquefaction induced lateral spreads. Proc 3rd National Seismic Conf and Work-
shop on Bridgesand highways, MCEER-02-SP04,Buffalo,NY
Matlock H (1970) Correlations of design of laterally loaded piles in soft clay. Proc Offshore Tech-
nology Conf, Houston, vol 1,pp 577-594
Newmark NM (1965) Effects of earthquakes on dams and embankments. Geotechnique, London,
15(2):139-160
Rollins KM, Gerber TM, Lane JD, Ashford SA (2005) Lateral resistance of a full-scale pile group
in liquefied sand. J. Geotech. Geoenviron. Eng.,ASCE 131(1):115-125
Rollins KM, Strand SR (2006) Downdrag forces due to liquefaction surrounding a pile. Proc,
8th US National Conf on Earthquake Eng,San Francisco, CA,paper 1646
Tokimatsu K, Asaka Y (1998) Effects of liquefaction-induced ground displacements on pile per-
formance in the 1995 Hyogoken-Nambu earthquake. Special Issue of Soils and Foundations,
Japanese Geotechnical Society, pp 163-177
Tokimatsu K (2003) Behavior and design of pile foundations subjected to earthquakes. Proc,
12th Asian Regional Confon Soil Mechanics and Geotechnical Engineering, Singapore, August
4th-8th
Tokimatsu K, Suzuki H, Sato M (2005) Effects of inertial and kinematic interaction on seismic
behavior of pile with embedded foundation. SoilDyn. Earthquake Eng., 25:753-762
Wilson DW, Boulanger RW, Kutter BL (2000) Observed seismic lateral resistance of liquefying
sand. J. Geotech. Geoenviron. Eng.126(10):898-906
YangZ,JeremicB(2002)Numericalanalysisofpilebehaviorunderlateralloadsinlayeredelastic-
plastic soils.Intl. J. Numer. Anal. Meth. Geomech., 26:1385-1406
Yang Z, Elgamal A, Parra E (2003) Computational model for cyclic mobility and associated shear
deformation. J. Geotech. Geoenviron. Eng., ASCE129(12):1119-1127
