Liquefaction Discrimination of Sand Based on Cone Penetration Test Combined Shear Wave Velocity Test
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1.College of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China;2.Institute of Geotechnical Engineering, Southeast University, Nanjing 211189, China;3.School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, China

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TU443

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    Abstract:

    A method of cone penetration test (CPT) combined shear wave velocity (Vs) test (CPT-Vs combination method) was proposed based on logistic regression algorithm. In connection with the liquefaction cases of Tangshan earthquake, the comparison was done among CPT-Vs correlation method, qc/G0 method and CPT-Vs combination method. It is shown that the site liquefaction discrimination rates of CPT-Vs correlation method, qc/G0 method and CPT-Vs combination method are 89%, 78% and 100%, respectively, and the overall accuracies of liquefaction discrimination of the three methods are 94%, 50%, and 94%, respectively; the application scope of CPT-Vs correlation method is limited by parameter values, and the qc/G0 method is too conservative, resulting in a large discrimination error in the non-liquefied area; the method proposed is not affected by the limitation of parameter values, and can give satisfactory results.

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DUAN Wei, ZHAO Zening, CAI Guojun, LIU Songyu, DONG Xiaoqiang, CHEN Ruifeng. Liquefaction Discrimination of Sand Based on Cone Penetration Test Combined Shear Wave Velocity Test[J].同济大学学报(自然科学版),2022,50(5):703~710

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History
  • Received:March 26,2021
  • Revised:
  • Adopted:
  • Online: June 07,2022
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