Here - Stuff

Green, R. A., S. M. Olson, B. R. Cox, G. J. Rix, E. Rathje, J. Bachhuber,J. French, S. Lasley, and N. Martin (forthcoming). Geotechnicalaspects of failures at Port-au-Prince seaport during the 12 January2010 Haiti earthquake. Earthquake Spectra.Joh, S. H. (1996). Advances in interpretation and analysis techniquesfor spectral-analysis-of-surface-waves (SASW) measurements.PhD diss., Dept. of Civil, Architectural, and EnvironmentalEngineering, University of Texas, Austin, TX, 240 pp.Johnson, R. A., and D. W. Wichern (2007). Applied MultivariateStatistical Analysis. Upper Saddle River, NJ: Pearson Prentice-Hall.Nazarian, S., and K. H. Stokoe II. (1984). In situ shear wave velocitiesfrom spectral analysis of surface wave tests. Proceedings ofthe Eighth World Conference on Earthquake Engineering, SanFrancisco, California, 21–28 July 1984. International Associationfor Earthquake Engineering (IAEE), 31–38.Olson, S. M., R. A. Green, S. Lasley, N. Martin, B. R. Cox, E, Rathje,J. Bachhuber, and J. French (forthcoming). Documenting liquefactionand lateral spreading triggered by the 12 January 2010 Haitiearthquake. Earthquake Spectra.Orense, R. P., T. Kiyota, S. Yamada, Y. Hosono, M. Okamura, and S.Yasuda (2011). Comparison of liquefaction features observed duringthe 2010 and 2011 Canterbury earthquakes. SeismologicalResearch Letters 82, 905–918.Pinheiro, J., D. M. Bates, S. DebRoy, D. Sarkar, and the R Core Team(2008). nlme: Linear and Nonlinear Mixed Effects Models. R packageversion 3.1, 89 pp.Robinson, K., M. Cubrinovski, and P. Kailey (2011). Field measurements oflateral spreading following the 2010 Darfield earthquake. Proceedingsof the Ninth Pacific Conference on Earthquake Engineering, 14–16April 2011, Auckland, New Zealand, paper no. 52.Roesset, J. M., D. W. Chang, and K. H. Stokoe II (1991). Comparison of2-D and 3-D models for analysis of surface wave tests. Proceedingsof the Fifth International Conference on Soil Dynamics andEarthquake Engineering, vol. 1, 111–126. International Society forSoil Mechanics and Geotechnical Engineering.Rosenblad, B. L., K. H. Stokoe II, E. M. Rathje, and M. B. Darendeli(2001). Characterization of Strong Motion Stations Shaken by theKocaeli and Duzce Earthquake in Turkey. Geotechnical EngineeringReport GR01-1, Geotechnical Engineering Center, University ofTexas at Austin.Seed, H. B., K. Tokimatsu, L. F. Harder, and R. Chung (1984). The Influenceof SPT Procedures on Soil Liquefaction Resistance Evaluations.Report no. UCB\EERC-84/15, Earthquake Engineering ResearchCenter, University of California, Berkeley, CA.Skempton, A. W. (1986). Standard penetration test procedures and theeffects in sands of overburden pressure, relative density, particlesize, aging and overconsolidation. Geotechnique 36 (3), 425–447.Sowers, G. F., and C. S. Hedges (1966). Dynamic cone for shallow in-situpenetration testing, vane shear and cone penetration resistance testingof in-situ soils. American Society of Testing Materials (ASTM)Select Technical Paper 399, Philadelphia, PA: American Society ofTesting Materials.Stokoe, K. H. II, G. W. Wright, A. B. James, and M. R. Jose (1994).Characterization of geotechnical sites by SASW method, inGeophysical Characterization of Sites, ed. R. D. Woods, 15–25. NewDelhi: Oxford Publishers.Stokoe, K. H. II, S. H. Joh, and R. D. Woods (2004). Some contributionsof in situ geophysical measurements to solving geotechnicalengineering problems, in Geotechnical and GeophysicalSite Characterization, Proceedings of the International SiteCharacterization ISC’2 Porto, eds. A. Viana da Fonseca, A. and P.W. Mayne, 97–132. Rotterdam: Millpress.Stokoe, K. H. II, B. L. Rosenblad, J. A. Bay, B. Redpath, J. G. Diehl.,R. A. Steller, I. G. Wong, P. A. Thomas, and M. Luebbers (2003).Comparison of VS Profiles from Three Seismic Methods at YuccaMountain. Proceedings of Soil and Rock America 2003 1, 22–25June 2003, Cambridge MA, 299–306.Wong, I., and W. Silva (2006). The importance of in-situ shear-wavevelocity measurements in developing urban and regional earthquakehazard maps. Proceedings of the 19th Annual Symposium onthe Application of Geophysics to Engineering and EnvironmentalProblems, 2–6 April 2006, 1,304–1,315. Environmental &Engineering Geophysical Society, CD-ROM.Wong, I., K. H. Stokoe II, B. R. Cox, Y.-C. Lin, and F.-Y. Menq (2011).Shear-wave velocity profiling of strong motion sites that recordedthe 2001 Nisqually, Washington, earthquake. Earthquake Spectra27 (1), 183–212.Wotherspoon, L. M., M. J. Pender, and R. P. Orense (2011). Relationshipbetween observed liquefaction at Kaiapoi following the 2010Darfield earthquake and former channels of the WaimakaririRiver. Submitted to Engineering Geology.Youd, T. L., I. M. Idriss, R. D. Andrus, I. Arango, G. Castro, J. T.Christian, R. Dobry, et al. (2001). Liquefaction resistance of soils:Summary report from the 1996 NCEER and 1998 NCEER/NSFworkshops on evaluation of liquefaction resistance of soils. ACSEJournal of Geotechnical and Geoenvironmental Engineering 127(10), 817–833.Department of Civil and Environmental EngineeringVirginia Tech120B Patton HallBlacksburg, Virginia 24061 U.S.A.(R. A. G.)938 Seismological Research Letters Volume 82, Number 6 November/December 2011