Case Study
Feb 26, 2016

Probabilistic Assessment of Liquefaction Occurrence in Calcareous Fill Materials of Kawaihae Harbor, Hawaii

Publication: International Journal of Geomechanics
Volume 16, Issue 6

Abstract

The simplified shear-wave velocity (Vs)–based procedure of liquefaction potential assessment was basically developed for terrigenous deposits, whereas its applicability for calcareous soils is not fully recognized. The present study used the seismological and geotechnical data of Kawaihae Harbor, the most strategic port of Hawaii, to evaluate conservatism of the currently used simplified procedure for this case history. During the Kiholo Bay 2006 earthquake, the port experienced extensive liquefaction and subsequent ground failure in the dredged fill and natural calcareous deposits. Using the Vs profiles of the subsoil in Kawaihae Harbor, the simplified procedure and the Monte Carlo simulation (MCS) technique were used to evaluate liquefaction potential of the site through deterministic and probabilistic frameworks. The results obtained from the deterministic and the site-specific probabilistic approaches indicate extents of liquefaction occurrence in the shallow depths between 3.5 and 6.5 m. In contrast, probabilistic analysis with the available liquefaction probability--factor of safety (PL-FS) correlations resulted in an unconservative prediction, with the liquefied depth ranging between 5.6 and 6.1 m. Results of this study confirm that the current simplified procedure with either deterministic or site-specific probabilistic frameworks obtained reliable estimation of liquefaction occurrence in the studied site. However, further case histories of liquefaction occurrence in calcareous deposits are required to clarify applicability of the simplified procedure for such materials. Based on the results of the current study, there is still potential for liquefaction occurrence in the studied site during future earthquakes.

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References

Alba, P. D., Baldwin, K., Janoo, V., Roe, G., and Celikkol, B. (1984). “Elastic-wave velocities and liquefaction potential.” Geotech. Test. J., 7(2), 77–87.
Ambraseys, N. N. (1988). “Engineering seismology.” Earthquake Eng. Struct. Dyn., 17(1), 1–105.
Andrus, R. D. (1994). “In situ characterization of gravelly soils that liquefied in the 1983 Borah Peak earthquake.” Ph.D. dissertation, Univ. of Texas, Austin, TX.
Andrus, R. D., and Stokoe K. H., II. (2000).“Liquefaction resistance of soils from shear-wave velocity.” J. Geotech. Geoenviron. Eng., 1015–1025.
Andrus, R. D., Stokoe K. H., II., and Juang, C. H. (2004) “Guide for shear-wave-based liquefaction potential evaluation.” Earthquake Spectra, 20(2), 285–308.
Arango, I. (1996). “Magnitude scaling factors for soil liquefaction evaluations.” J. Geotech. Eng., 929–936.
Atkinson, G. M. (2010). “Ground motion prediction equations for Hawaii from a referenced empirical approach.” Bull. Seismol. Soc. Am., 100(2), 751–761.
Blake, T. F. (1996). “Formula (4), summary report of proceedings of the NCEER workshop on evaluation of liquefaction resistance of soils.” T. L. Youd and I. M. Idriss, eds., Technical Rep. NCEER 97-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
Brandes, H. G. (2011). “Simple shear behavior of calcareous and quartz sands.” Geotech. Geol. Eng., 29(1), 113–126.
Brandes, H. G., Nicholson, P. G., and Robertson, I. N. (2007). “Liquefaction of Kawaihae harbor and other effects of 2006 Hawai`i earthquakes.” Proc., 17th Int. Offshore and Polar Engineering Conf.International Society of Offshore and Polar Engineers, Mountain View, CA, 1169–1176.
Brandes, H. G., and Seidman, J. (2008). “Dynamic and static behavior of calcareous sands.” Proc., 18th Int. Offshore and Polar Engineering Conf., International Society of Offshore and Polar Engineers, Mountain View, CA, 573–578.
Cetin, K. O., et al. (2004). “Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential.” J. Geotech. Geoenviron. Eng., 1314–1340.
Chen, C. J., and Juang, C. H. (2000). “Calibration of SPT- and CPT based liquefaction evaluation methods.” Innovations applications in geotechnical site characterization, P. Mayne and R. Hryciw, eds., Geotechnical Special Publication No. 97, ASCE, Reston, VA, 49–64.
Coop, M. R. (1990). “The mechanics of uncemented carbonate sands.” Géotechnique, 40(4), 607–626.
Coop, M. R., and Airey, D. W. (2003). “Carbonate sands.” Characterisation and engineering properties of natural soils, T. S. Tan, K. K. Phoon, D. W. Hight, and S. Leroueil, eds., A.A. Balkema, Lisse, The Netherlands, 1049–1086.
Coop, M., Sorensen, K. K., Freitas, T. B., and Georgoutsos, G. (2004). “Particle breakage during shearing of a carbonate sand.” Géotechnique, 54(3), 157–164.
Datta, M., Gulhati, S. K., and Rao, G. V. (1982). “Engineering behavior of carbonate soils of india and some observations on classification of such soils.” Geotechnical properties, behavior and performance of calcareous soils, ASTM Special Technical Publication 777, K. R. Demars and R. C. Chaney, eds., ASTM, Philadelphia, 113–140.
Demars, K. R., and Chaney, R. C. (1982). “Symposium summary.” Geotechnical properties, behavior and performance of calcareous soils, ASTM Special Technical Publication 777, K. R. Demars and R. C. Chaney, eds., ASTM, Philadelphia, 395–404.
DesRoches, R., Comerio, M., Eberhard, M., Mooney, W., and Glenn, J. R. (2011). “Overview of the 2010 Haiti earthquake.” Earthquake Spectra, 27(S1), S1–S21.
Dobry, R., Stokoe K. H., II., Ladd, R. S., and Youd, T. L. (1981). “Liquefaction susceptibility from S-wave velocity.” Proc., ASCE National Convention, In Situ Tests to Evaluate Liquefaction Susceptibility, ASCE, Reston, VA.
Flynn, W. T. (1997). “A comparative study of cyclic loading responses and effects of cementation on liquefaction potential of calcareous and silica sands.” M.S. thesis, Univ. of Hawaii, Manoa, HI.
Furumoto, A. S., Herrero-Bervera, E., and Adams, W. M. (1990). “Earthquake risk and hazard potential of the Hawaiian Islands.” Hawaii Institute of Geophysics, Univ. of Hawaii, Manoa, HI.
Golesorkhi, R. (1989). “Factors influencing the computational determination of earthquake-induced shear stresses in sandy soils .” Ph.D. thesis, Univ. of California, Berkeley, CA.
Harder, L. F., Jr., and Boulanger, R. W. (1997). “Application of Kσ and Kα correction factors.” Proc., NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, National Center for Earthquake Engineering Research, State Univ. of New York, Buffalo, NY, 167–190.
Hwang, J. H., Chen, C. H., and Juang, C. H. (2005). “Liquefaction hazard analysis: A fully probabilistic method.” Proc., Sessions of the Geo-Frontiers 2005 Congress, Earthquake Engineering and Soil Dynamics (GSP 133), R. W. Boulanger et al., eds., ASCE, Reston, VA, Paper 22.
Hyodd, M., Hyde, A. F. L., and Aramaki, N. (1998). “Liquefaction of crushable soils.” Géotechnique, 48(4), 527–543.
Idriss, I. M. (1999). “Presentation notes: An update of the Seed-Idriss simplified procedure for evaluating liquefaction potential.” Proc., TRB Workshop on New Approaches to Liquefaction Anal., Publication No.FHWARD-99-165, Federal Highway Administration, Washington, DC.
Jafarian, Y., Abdollahi, A. S., Vakili, R., and Baziar, M. H. (2010). “Probabilistic correlation between laboratory and field liquefaction potentials using relative state parameter index (ξR).” Soil Dyn. Earthquake Eng., 30(10), 1061–1072.
Jafarian Y., Abdollahi A. S., Vakili R., Baziar M. H., and Noorzad A. (2011a). “On the efficiency and predictability of strain energy for the evaluation of liquefaction potential: A numerical study.” Comput. Geotech., 38(6), 800–808.
Jafarian Y., Baziar M. H., Rezania M., and Javadi A. A. (2011b). “Probabilistic evaluation of seismic liquefaction potential in field conditions: A kinetic energy approach.” Eng. Comput., 28(6), 675–700.
Juang, C. H., Chen, C. J., and Jiang, T. (2001). “Probabilistic framework for liquefaction potential by shear wave velocity.” J. Geotech. Geoenviron. Eng., 670–678.
Juang, C. H., and Jiang, T. (2000). “Assessing probabilistic methods for liquefaction potential evaluation.” Soil dynamics and liquefaction, R. Y. S. Pak and J. Yamamura, eds., Geotechnical Special Publication No. 107, ASCE, Reston, VA, 148–162.
Juang, C. H., Jiang, T., and Andrus, R. D. (2002). “Assessing probability-based methods for liquefaction potential evaluation.” J. Geotech. Geoenviron. Eng., 580–589.
Juang, C. H., Li, D. K., Fang, S. Y., Liu, Z., and Khor, E. H. (2008). “Simplified procedure for developing joint distribution of amax and Mw for probabilistic liquefaction hazard analysis.” J. Geotech. Geoenviron. Eng., 1050–1058.
Juang, C. H., Yang, S. H., and Yuan, H. (2005). “Model uncertainty of shear wave velocity-based method for liquefaction potential evaluation.” J. Geotech. Geoenviron. Eng., 1274–1282.
Klein, F. W., Frankel, A. D., Mueller, C. S., Wesson, R. L., and Okubo, P. G. (2001). “Seismic hazard in Hawaii: High rate of large earthquakes and probabilistic ground-motion maps.” Bull. Seismol. Soc. Am., 91(3), 479–498.
LaVielle, T. H. (2008). “Liquefaction susceptibility of uncemented calcareous sands from Puerto Rico by cyclic triaxial testing.” Ph.D. dissertation, Virginia Tech, Blacksburg, VA.
Lee, H. J. (1982). “Bulk density and shear strength of several deep-sea calcareous sediments.” Geotechnical properties, behavior and performance of calcareous soils, ASTM Special Technical Publication 777, K. R. Demars and R. C. Chaney, eds., ASTM, Philadelphia, 54–78.
Liao, S. S. C., and Whitman, R. V. (1986). “Catalogue of liquefaction and non-liquefaction occurrences during earthquakes.” Dept. of Civil Engineering, Massachusetts Institute of Technology, Cambridge, MA.
Lopez-Caballero, F., and Modaressi-Farahmand-Razavi, A. (2010). “Assessment of variability and uncertainties effects on the seismic response of a liquefiable soil profile.” Soil Dyn. Earthquake Eng., 30(7), 600–613.
Mahoney, M., Francis, M., and Kennard, D. (2008). “Performance of the Kawaihae harbor port facility resulting from the October 2006 earthquake.” Proc., Solutions to Coastal Disasters Congress, ASCE, Reston, VA, 925–938.
Marosi, K. T., and Hiltunen, D. R. (2004). “Characterization of spectral analysis of surface waves shear wave velocity measurement uncertainty.” J. Geotech. Geoenviron. Eng., 1034–1041.
Martin, A. J., and Diehl, J. G. (2004). “Practical experience using a simplified procedure to measure average shear-wave velocity to a depth of 30 meters (VS30).” 13th World Conf. on Earthquake Engineering, International Association for Earthquake Engineering, Tokyo, Paper No. 952.
Martin and Chock, Inc. (2010). “County of Hawaii multi-hazard mitigation plan.” Adopted by: Civil Defense Agency, County of Hawaii, Hilo, HI.
Mordechai, S. (2011). “Applications of Monte Carlo method in science and engineering.” InTech Publications, Rijeka, Croatia.
Morioka, B. T. (1999). “Evaluation of the static and cyclic strength properties of calcareous sand using cone penetrometer tests.” Ph.D. thesis, Univ. of Hawaii, Manoa, HI.
Moss, R. E. S. (2009). “Reduced uncertainty of ground motion prediction equations through Bayesian variance analysis.” PRep. 2009/105, Pacific Earthquake Engineering Research Center, Berkeley, CA.
NEES (Network for Earthquake Engineering Simulation). (2008). “SASW measurements at USGS Hawaiian strong motion network.” 〈https://nees.org/warehouse/project/523〉 (July 23, 2011).
Olsen, R. S. (1984). “Liquefaction analysis using the cone penetrometer test (CPT).” Proc., 8th World Conf. on Earthquake Engineering., Vol. 3, Prentice-Hall, Inc., Englewood Cliffs, NJ, 247–254.
Phoon, K. K., (2008). Reliability-based design in geotechnical engineering: Computations and applications, Taylor & Francis, London.
Robertson, P. K., and Campanella, R. G. (1985). “Liquefaction potential of sand using the CPT.” J. Geotech. Eng., 111(3), 384–403.
Robertson, I. N., Nicholson, P. G., and Brandes, H. G. (2006). “Reconnaissance following the October 15th, 2006 earthquakes on the island of Hawaii.” Research Rep. UHM/CEE/06-07, Dept. of Civil and Environmental Engineering, College of Engineering, Univ. of Hawaii, Honolulu.
Ross, M., and Nicholson, P. G. (1995) “Liquefaction potential and cyclic loading response of calcareous soils.” Research Rep. No. UHM/CE/95-05, College of Engineering, University of Hawaii, Honolulu.
Salem, M., Elmamlouk, H., and Agaiby, S. (2013). “Static and cyclic behavior of North Coast calcareous sand in Egypt.” Soil Dyn. Earthquake Eng., 55(Dec), 83–91.
Sandoval, E., Pando, M. A., and Olgun, C. G. (2011) “Liquefaction susceptibility of a calcareous sand from southwest Puerto Rico.” Proc., 5th Int. Conf. on Earthquake Geotechnical Engineering, 5ICEGE, International Society of Soil Mechanics and Geotechnical Engineering, London.
Seed, H. B., and Idriss, I. M. (1971). “Simplified procedure for evaluating soil liquefaction potential.” J. Soil Mech. Found. Div., 97(SM9), 1249–1273.
Seed, H. B., and Idriss, I. M. (1982). “Ground motions and soil liquefaction during earthquakes.” Earthquake Engineering Research Institute, Berkeley, CA.
Seed, H. B., Idriss, I. M., and Arango, I. (1983). “Evaluation of liquefaction potential using field performance data.” J. Geotech. Engrg., 458–482.
Shahnazari, H., and Rezvani, R. (2013). “Effective parameters for the particle breakage of calcareous sands: An experimental study.” Eng. Geol., 159, 98–105.
Shahnazari, H., Salehzadeh, H., Rezvani, R., and Dehnavi, Y. (2014). “The effect of shape and stiffness of originally different marine soil grains on their contractive and dilative behavior.” KSCE J. Civ. Eng., 18(4), 975–983.
Sharma, S. S., and Ismail, M. A. (2006). “Monotonic and cyclic behavior of two calcareous soils of different origins.” J. Geotech. Geoenviron. Eng., 1581–1591.
Stokoe, K. H., II, Nazarian, S., Rix, G. J., Sanchez-Salinero, I., Sheu, J.-C., and Mok, Y. J. (1988). “In situ seismic testing of hard-to-sample soils by surface wave method.” Earthquake engineering and soil dynamics II—Recent advances in ground-motion evaluation, Geotechnical Special Publication No. 20, J. L. Von Thun, ed., ASCE, Reston, VA, 264–289.
Stokoe, K. H., II, and Yuan, J. (2008). “2008 SASW surveys on the Island of Hawaii.” 〈http://nees.org/resources/3157〉 (July 23, 2011).
Thelen, W. A., et al. (2006). “A transect of 200 shallow shear velocity profiles across the Los Angeles Basin.” Bull. Seismol. Soc. Am., 96(3), 1055–1067.
Tokimatsu, K., and Uchida, A. (1990). “Correlation between liquefaction resistance and shear wave velocity.” Soils Found., 30(2), 33–42.
URS Group, Inc. (2008), “Port facility analysis for Kawaihae Harbor.” FEMA, Washington, DC.
Wong, I. G., et al. (2011b). “Shear-wave velocity characterization of the USGS Hawaiian strong-motion network on the Island of Hawaii and development of an NEHRP site-class map.” Bull. Seismol. Soc. Am., 101(5), 2252–2269.
Wong, I. G., Dober, M., Silva, W. J., Darragh, R., and Gregor, N. (2011a). “Analyses of strong motion data of the 2006 M 6.7 Kiholo Bay and M 6.0 Mahukona earthquakes and ground motion prediction models for Hawaii.” Technical Rep., USGS, Reston, VA.
Wyss, M., and Koyanagi, R. Y. (1992). “Isoseismal maps, macroseismic epicenters and estimated magnitudes of historic earthquakes in the Hawaiian Islands.” Bulletin 2006, USGS, Reston, VA.
Youd, T. L., et al. (2001). “Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils.” J. Geotech. Geoenviron. Eng., 817–833.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 16Issue 6December 2016

History

Received: Dec 18, 2014
Accepted: Oct 12, 2015
Published online: Feb 26, 2016
Discussion open until: Jul 26, 2016
Published in print: Dec 1, 2016

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Habib Shahnazari [email protected]
Associate Professor, School of Civil Engineering, Iran Univ. of Science and Technology, P.O. Box 16765-163, Narmak, Tehran, Iran (corresponding author). E-mail: [email protected]
Yaser Jafarian [email protected]
Assistant Professor, Geotechnical Engineering Research Center, International Institute of Earthquake Engineering and Seismology, P.O. Box 19395-3913, Tehran, Iran. E-mail: [email protected]
Mohammad A. Tutunchian [email protected]
Ph.D. Candidate, School of Civil Engineering, Iran Univ. of Science and Technology, P.O. Box 16765-163, Tehran, Iran. E-mail: [email protected]
Reza Rezvani [email protected]
Ph.D. Candidate, School of Civil Engineering, Iran Univ. of Science and Technology, P.O. Box 16765-163, Tehran, Iran. E-mail: [email protected]

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