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SHEN Mengfen, BAO Lichun, SUN Honglei, CAI Yuanqiang. Assessment of model bias of SPT, Vs and CPT-based liquefaction models[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 1-6. DOI: 10.11779/CJGE2023S20036
Citation: SHEN Mengfen, BAO Lichun, SUN Honglei, CAI Yuanqiang. Assessment of model bias of SPT, Vs and CPT-based liquefaction models[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 1-6. DOI: 10.11779/CJGE2023S20036

Assessment of model bias of SPT, Vs and CPT-based liquefaction models

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  • Received Date: November 29, 2023
  • Available Online: April 19, 2024
  • The liquefaction models established through the in-situ tests and liquefaction case histories are widely adopted in the liquefaction evaluation of a site. However, it is reported that the model accuracy varies with the in-situ test methods (i.e., model bias), as well as the earthquake sites (i.e., seismic site variability). To assess the model bias of SPT-Youd model, Vs-AS model and CPT-RW model, a database of liquefaction case histories containing all these three in-situ tests is compiled firstly, containing 88, 176 and 107 cases, respectively, and involving sites from six seismic events. Based on the compiled database, the Bayesian hierarchical modeling (BHM) method is adopted to correct the model bias of the three models, and liquefaction models for each of the seismic sites are established. It is found that the CPT-RW model is the most conservative model, and the liquefaction resistance calculated by the SPT-Youd model is overestimated in several seismic sites, and the conservatism of the Vs-AS model is between them according to the complied database. Using the complied CPT database, the seismic site-specific liquefaction models established by the BHM method can effectively correct the conservatism of the original CPT-RW model, and the levels of correction vary from one seismic site to another. This study provides effective priori information for engineers to assess the liquefaction potential of a site using multiple in-situ tests.
  • [1]
    段伟, 蔡国军, 赵泽宁, 等. 基于CPTU测试的砂质与粉质土液化概率模型与评价方法研究[J]. 岩土工程学报, 2023, 45(1): 66-74. doi: 10.11779/CJGE20210645

    DUAN Wei, CAI Guojun, ZHAO Zening, et al. CPTU-based probabilistic model and evaluation method for liquefaction of sandy and silty soils[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 66-74. (in Chinese) doi: 10.11779/CJGE20210645
    [2]
    YOUD T L, IDRISS I M. Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2001, 127(4): 297-313. doi: 10.1061/(ASCE)1090-0241(2001)127:4(297)
    [3]
    ANDRUS R D, STOKOE K H. Liquefaction resistance of soils from shear-wave velocity[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2000, 126(11): 1015-1025. doi: 10.1061/(ASCE)1090-0241(2000)126:11(1015)
    [4]
    ROBERTSON P K, WRIDE C F. Evaluating cyclic liquefaction potential using the cone penetration test[J]. Canadian Geotechnical Journal, 1998, 35(3): 442-459. doi: 10.1139/t98-017
    [5]
    HU J L. Integration of double-weighted Bayesian and simplified methods for predicting seismic liquefaction based on multiple databases[J]. International Journal of Geomechanics, 2023, 23(12): 04023214. doi: 10.1061/IJGNAI.GMENG-8548
    [6]
    ROLLINS K, AMOROSO S, HRYCIW R. Comparison of DMT, CPT, SPT, and Vs based liquefaction assessment on Treasure Island during the Loma Prieta earthquake[C]//Proc 3rd Int Conf on the Flat Dilatometer. London, 2015.
    [7]
    ZHANG J, JUANG C H, MARTIN J R, et al. Inter-region variability of Robertson and Wride method for liquefaction hazard analysis[J]. Engineering Geology, 2016, 203: 191-203. doi: 10.1016/j.enggeo.2015.12.024
    [8]
    XIAO S H, ZHANG J, YE J M, et al. Establishing region-specific NVs relationships through hierarchical Bayesian modeling[J]. Engineering Geology, 2021, 287: 106105. doi: 10.1016/j.enggeo.2021.106105
    [9]
    ZHANG J, XIAO S H, HUANG H W, et al. Calibrating a standard penetration test based method for region-specific liquefaction potential assessment[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(10): 5185-5204. doi: 10.1007/s10064-020-01815-w
    [10]
    GE Y X, ZHANG J, ZHU L W, et al. Developing region-specific liquefaction assessment criterion for Bachu region, China[J]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 2020, 6(3): 04020026. doi: 10.1061/AJRUA6.0001070
    [11]
    BOULANGER R, IDRISS I M. CPT-based liquefaction triggering procedure[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142: 04015065. doi: 10.1061/(ASCE)GT.1943-5606.0001388
    [12]
    KAYEN R, MOSS R E S, THOMPSON E M, et al. Shear-wave velocity–based probabilistic and deterministic assessment of seismic soil liquefaction potential[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(3): 407-419. doi: 10.1061/(ASCE)GT.1943-5606.0000743
    [13]
    KU C S, JUANG C H, CHANG C W, et al. Probabilistic version of the Robertson and Wride method for liquefaction evaluation: development and application[J]. Canadian Geotechnical Journal, 2012, 49(1): 27-44. doi: 10.1139/t11-085
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