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Volume 43 Issue S2
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CHEN Yun, LUO Min-min, XIA Neng-wu, HE Peng. Statistical analysis of existing test results of HSS model parameters for soft soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 197-201. DOI: 10.11779/CJGE2021S2047
Citation: CHEN Yun, LUO Min-min, XIA Neng-wu, HE Peng. Statistical analysis of existing test results of HSS model parameters for soft soils[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 197-201. DOI: 10.11779/CJGE2021S2047
shu

Statistical analysis of existing test results of HSS model parameters for soft soils

  • 1.

    Zhejiang University, Hangzhou 310027, China

  • 2.

    The Architectural Design and Research Institute of Zhejiang University Co, Ltd, Hangzhou 310028, China

  • 3.

    Shanghai Tunnel Engineering Co., Ltd., Shanghai 200082, China

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  • Received Date: August 15, 2021
  • Available Online: December 05, 2022
    Graphical Abstract
    • Abstract
  • The small-strain soil hardening model (HSS model) takes into account the small-strain characteristics of the soil. In terms of simulating and predicting the deformation of underground engineering with strict deformation control standards, the numerical analysis using the HSS model has high accuracy and usually agrees well with the measured data. Therefore, the HSS model has been widely used, but it is difficult and troublesome to select the parameters, and most of them are empirical values at present. The researches on the parameters of HSS model for soft soils has accumulated a certain amount of results, but there is still a need for further enrichment. In this study, the existing test results are summarized and statistically analyzed, and the value range or proportional relationship of the failure ratio, reference modulus and small strain parameters of soft soil are obtained, which may provide empirical reference for engineering applications.
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    • References (22)
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