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Original Articles

Probabilistic assessment of soil liquefaction considering spatial variability of CPT measurements

Pages 197-207 | Received 06 Oct 2015, Accepted 08 Jul 2016, Published online: 26 Jul 2016

References

  • Andrus, R. D., and K. H. Stokoe. 1997. “Liquefaction Resistance based on Shear Wave Velocity.” In Technical Report NCEER, edited by T. L. Youd and I. M. Idriss, 89–128, Vol. 97. Buffalo, NY: US National Center for Earthquake Engineering Research (NCEER).
  • Boulanger, R. W., and I. M. Idriss. 2015. “CPT-based Liquefaction Triggering Procedure.” Journal of Geotechnical and Geoenvironmental Engineering 142 (2): 04015065.
  • Cetin, K. O., R. B. Seed, A. Der Kiureghian, K. Tokimatsu, L. F. Harder Jr., R. E. Kayen, and R. E. Moss. 2004. Standard Penetration Test-based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential. Journal of Geotechnical and Geoenvironmental Engineering, 130 (12), 1314–1340. doi: 10.1061/(ASCE)1090-0241(2004)130:12(1314)
  • Chen, Q., C. Wang, and C. Hsein Juang. 2015. “CPT-based Evaluation of Liquefaction Potential Accounting for soil Spatial Variability at Multiple Scales.” Journal of Geotechnical and Geoenvironmental Engineering 142 (2): 04015077.
  • Cornell, C. A., and N. Luco. 2001. “Ground Motion Intensity Measures for Structural Performance Assessment at Near-fault Sites.” In Proceedings of US–Japan Joint Workshop and Third Grantees Meeting, US–Japan Cooperative Research. on Urban EQ. Disaster Mitigation, Seattle, Washington.
  • Fenton, G. A. 1999. “Random Field Modeling of CPT Data.” Journal of Geotechnical and Geoenvironmental Engineering 125 (6): 486–498. doi: 10.1061/(ASCE)1090-0241(1999)125:6(486)
  • Jaksa, M. B. 1995. “The Influence of Spatial Variability on the Geotechnical Design Properties of a Stiff, Overconsolidated Clay.” Doctoral dissertation.
  • Jaksa, M. B., P. I. Brooker, and W. S. Kaggwa. 1997. “Inaccuracies Associated with Estimating Random Measurement Errors.” Journal of Geotechnical and Geoenvironmental Engineering 123 (5): 393–401. doi: 10.1061/(ASCE)1090-0241(1997)123:5(393)
  • Juang, C. H., Y. Hsieh, J. Ching, and C. Ku. 2012. “Unified CPTu-based Probabilistic Model for Assessing Probability of Liquefaction of Sand and Clay.” Geotechnique 62 (10): 877–892. doi: 10.1680/geot.9.P.025
  • Juang, C. H., T. Jiang, and R. D. Andrus. 2002. “Assessing Probability-based Methods for Liquefaction Potential Evaluation.” Journal of Geotechnical and Geoenvironmental Engineering 128 (7): 580–589. doi: 10.1061/(ASCE)1090-0241(2002)128:7(580)
  • Kishida, T., and C. C. Tsai. 2012. “Probabilistic Seismic Hazard Analysis for Maximum Seismic Shear Stresses in Soils Using Improved Ground-Motion Parameters.” Journal of Geotechnical and Geoenvironmental Engineering 139 (2): 288–297. doi: 10.1061/(ASCE)GT.1943-5606.0000740
  • Kishida, T., and C. C. Tsai. 2013. “Seismic Demand of the Liquefaction Potential with Equivalent Number of Cycles for Probabilistic Seismic Hazard Analysis.” Journal of Geotechnical and Geoenvironmental Engineering 140 (3): 04013023.
  • Kramer, S. L. 2014. “Performance-based Design Methodologies for Geotechnical Earthquake Engineering.” Bulletin of Earthquake Engineering 12 (3): 1049–1070. doi: 10.1007/s10518-013-9484-x
  • Kramer, S. L., and R. T. Mayfield. 2007. “Return Period of Soil Liquefaction.” Journal of Geotechnical and Geoenvironmental Engineering 133 (7): 802–813. doi: 10.1061/(ASCE)1090-0241(2007)133:7(802)
  • Moss, R. E., R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, and K. O. Cetin. 2006. “CPT-based Probabilistic and Deterministic Assessment of in situ Seismic Soil Liquefaction Potential.” Journal of Geotechnical and Geoenvironmental Engineering 132 (8): 1032–1051. doi: 10.1061/(ASCE)1090-0241(2006)132:8(1032)
  • Ordóñez, G. A. 2011. SHAKE2000: A Computer Program for the 1D Analysis of Geotechnical Earthquake Engineering Problems.
  • Paoletti, L., Y. Hegazy, S. Monaco, and R. Piva. 2010. “Prediction of Shear Wave Velocity for Offshore Sands using CPT Data – Adriatic Sea.” In Second International Symposium on Cone Penetration Testing.
  • Parker, E. J., L. Paoletti, and C. J. Traverso. 2005. “A Probabilistic Framework for Geohazard Analysis: The Example of Free-Field Liquefaction.” In Offshore Technology Conference.
  • Seed, B. 1979. “Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquakes.” Journal of Geotechnical and Geoenvironmental Engineering 105: 201–255. (ASCE 14380).
  • Seed, H. B., and I. M. Idriss. 1982. Ground Motions and Soil Liquefaction during Earthquakes. Vol. 5. Oakland, CA: Earthquake Engineering Research Institute.
  • USGS. 2008. Interactive Deaggregations. https://geohazards.usgs.gov/deaggint/2008/.
  • USGS. 2009. Banded Deaggregations. http://geohazards.usgs.gov/deaggband/2009/index.php.
  • USGS. 2011. Java Ground Motion Parameter Calculator (version 5.1.0). http://earthquake.usgs.gov/hazards/designmaps/grdmotion.php.
  • Vipin, K. S., and T. G. Sitharam. 2012. “A Performance-based Framework for Assessing Liquefaction Potential Based on CPT Data.” Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 6 (3): 177–187.
  • 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/NSF Workshops on Evaluation of Liquefaction Resistance of Soils.” Journal of Geotechnical and Geoenvironmental Engineering 127 (10): 817–833. doi: 10.1061/(ASCE)1090-0241(2001)127:10(817)

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