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Centrifuge Modelling and Analysis of Ground Reaction of High-speed Railway Embankments over Medium Compressibility Ground

  • Geotechnical Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

The objective of this study is to verify the feasibility of using centrifugal model tests to characterize the ground reaction response of a high-speed railway embankment to predict its ground settlement. To do so, a series of Centrifugal Model Tests (CMTs) of the embankment were performed to investigate the variation of ground reaction and corresponding derived modulus at different embankment ratios. The ground reaction determined from the CMTs was compared with those obtained from corresponding full-scale field tests of instrumented embankment. The results show that the ground reaction at the embankment centreline gradually approaches the embankment weight (γH) with increasing embankment ratio. Considering the embankment filling process with different embankment ratios, it seems inappropriate to employ the value of γH as the ground reaction without any correction in settlement prediction. Finally, the predictive capability of the proposed approach for embankment settlement estimation was assessed against the corresponding field measurements and those determined based on the calculation methods suggested in the current design standard in China. The results show that the proposed simple approach satisfactorily estimates the ground settlement of HSR embankments and its deviation of predicted settlements is below 11.9% compared with the data obtained from the field full-scale tests. However, the deviation of the result calculated by the current recommend design standard is 17.7%-148.3%.

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Authors and Affiliations

  1. Key Laboratory of Mountain Hazards and Earth Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, 610041, China

    Chong-lei Zhang & Li-jun Su

  2. Key Laboratory of High-speed Railway Engineering of Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China

    Guan-lu Jiang

  3. Priority Research Centre for Geotechnical and Materials Modelling, Faculty of Engineering and Built Environment, The University of Newcastle, Callaghan, NSW, Australia

    Xian-feng Liu

  4. CAS Center for Excellence in Tibetan Plateau Earth Sciences, Beijing, 100101, China

    Li-jun Su

  5. University of Chinese Academy of Sciences, Beijing, 100049, China

    Li-jun Su

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  1. Chong-lei Zhang
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  2. Guan-lu Jiang
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Correspondence to Li-jun Su.

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Zhang, Cl., Jiang, Gl., Liu, Xf. et al. Centrifuge Modelling and Analysis of Ground Reaction of High-speed Railway Embankments over Medium Compressibility Ground. KSCE J Civ Eng 22, 4826–4840 (2018). https://doi.org/10.1007/s12205-017-0510-4

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  • DOI: https://doi.org/10.1007/s12205-017-0510-4

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