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Liquefaction assessments using seismic piezocone penetration (SCPTU) test investigations in Tangshan region in China

机译:使用唐山地区地震压电渗透测试(SCPTU)进行液化评估

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摘要

Shear wave velocity (V_s) measurements from seismic piezocone penetration (SCPTU) soundings have been increasingly used for site characterization and liquefaction potential assessments. Several sites in Tangshan region, China liquefied during the Tangshan earthquake, M_w=7.8 in 1976 and these sites were characterized recently using the SCPTU device. Other sites in the same region where liquefaction was not observed are also included in the present field investigations. Three liquefaction assessment models-based on measured shear wave velocity, shear modulus and tip resistance parameters of SCPTU are evaluated in this paper for their accurate predictions of liquefaction or non-liquefaction at the test sites. Analyses showed that the shear wave velocity-liquefaction resistance model with normalized overburden vertical stress have yielded a success rate of 78% in predicting liquefied site cases and another similar approach with mean stress based normalization has a success rate of 67%. The correlation of q_c/G_o-CRR_(7.5) based on geological age has correctly assessed the liquefaction potential at most sites considered in this research. Overall, all three models based on shear wave velocity, shear modulus and cone tip resistance are proven valuable in the assessments of liquefaction at the present test sites in the Tangshan region.
机译:地震压电渗透(SCPTU)测得的剪切波速度(V_s)测量已越来越多地用于场地特征和液化潜力评估。 1976年唐山地震期间,中国唐山地区的数个站点被液化,M_w = 7.8,这些站点最近使用SCPTU设备进行了特征化。在同一区域内未观察到液化的其他地点也包括在本田野调查中。本文对三种液化评估模型(基于测得的剪切波速度,剪切模量和SCPTU的端部阻力参数)进行了评估,以准确预测测试现场的液化或非液化。分析表明,具有标准化覆盖层垂直应力的剪切波速度液化阻力模型在预测液化现场的情况下成功率为78%,而另一种基于平均应力的标准化方法的成功率为67%。基于地质年龄的q_c / G_o-CRR_(7.5)的相关性已正确评估了本研究中考虑的大多数地点的液化潜力。总体而言,在唐山地区目前的试验现场,基于剪切波速度,剪切模量和锥顶阻力的所有三个模型均被证明对液化具有重要价值。

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  • 来源
    《Soil Dynamics and Earthquake Engineering》 |2012年第2012期|p.141-150|共10页
  • 作者单位

    Institute of Geotechnkal Engineering Southeast University Nanjing Jiangsu 210096 China;

    Box 19308 Department of Civil Engineering The University of Texas at Arlington Arlington TX 76019 USA;

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