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Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model

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  • Author(s): Li, H.-Q.1; Wei, L.-M.1; Feng, S.-Y.2; Chen, Z.2
  • Source:
    In: Rudarsko Geolosko Naftni Zbornik. (Rudarsko Geolosko Naftni Zbornik, February 2019, 34(1):1-11)
  • Publication Information:
    University of Zagreb
  • Document Type:
    Article
  • Language:
    English
    Croatian
  • Additional Information
    • Affiliation:
      1School of Civil Engineering, Central South University
      2School of Environment and Safety Engineering, University of South China
    • Publication Date:
      2019
    • Author Keywords:
      Elastic-viscoplastic constitutive model
      Lateral friction resistance
      Pile-soil interaction
      Pile-soil relative displacement
      Time effect
    • ISSN:
      18490409
      03534529
    • Accession Number:
      10.17794/rgn.2019.1.1
    • Rights:
      Copyright 2020 Elsevier B.V., All rights reserved.
    • Accession Number:
      edselc.2-52.0-85077478235
  • Citations
    • ABNT:
      LI, H.-Q. ( 1 ) et al. Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model. Rudarsko Geolosko Naftni Zbornik, [s. l.], v. 34, n. 1, p. 1–11, [s. d.]. DOI 10.17794/rgn.2019.1.1. Disponível em: http://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=edselc&AN=edselc.2-52.0-85077478235. Acesso em: 21 set. 2020.
    • AMA:
      Li H-Q( 1 ), Wei L-M( 1 ), Feng S-Y( 2 ), Chen Z( 2 ). Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model. Rudarsko Geolosko Naftni Zbornik. 34(1):1-11. doi:10.17794/rgn.2019.1.1
    • APA:
      Li, H.-Q. ( 1 ), Wei, L.-M. ( 1 ), Feng, S.-Y. ( 2 ), & Chen, Z. ( 2 ). (n.d.). Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model. Rudarsko Geolosko Naftni Zbornik, 34(1), 1–11. https://doi.org/10.17794/rgn.2019.1.1
    • Chicago/Turabian: Author-Date:
      Li, H.-Q. ( 1 ), L.-M. ( 1 ) Wei, S.-Y. ( 2 ) Feng, and Z. ( 2 ) Chen. 2020. “Time Effect of Pile-Soil Interaction and Its Elastic-Viscoplastic Constitutive Model.” Rudarsko Geolosko Naftni Zbornik 34 (1): 1–11. Accessed September 21. doi:10.17794/rgn.2019.1.1.
    • Harvard:
      Li, H.-Q. ( 1 ) et al. (no date) ‘Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model’, Rudarsko Geolosko Naftni Zbornik, 34(1), pp. 1–11. doi: 10.17794/rgn.2019.1.1.
    • Harvard: Australian:
      Li, H-Q( 1 ), Wei, L-M( 1 ), Feng, S-Y( 2 ) & Chen, Z( 2 ) n.d., ‘Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model’, Rudarsko Geolosko Naftni Zbornik, vol. 34, no. 1, pp. 1–11, viewed 21 September 2020, .
    • MLA:
      Li, H. Q. (. 1. )., et al. “Time Effect of Pile-Soil Interaction and Its Elastic-Viscoplastic Constitutive Model.” Rudarsko Geolosko Naftni Zbornik, vol. 34, no. 1, pp. 1–11. EBSCOhost, doi:10.17794/rgn.2019.1.1. Accessed 21 Sept. 2020.
    • Chicago/Turabian: Humanities:
      Li, H.-Q. ( 1 ), L.-M. ( 1 ) Wei, S.-Y. ( 2 ) Feng, and Z. ( 2 ) Chen. “Time Effect of Pile-Soil Interaction and Its Elastic-Viscoplastic Constitutive Model.” Rudarsko Geolosko Naftni Zbornik 34, no. 1: 1–11. Accessed September 21, 2020. doi:10.17794/rgn.2019.1.1.
    • Vancouver/ICMJE:
      Li H-Q( 1 ), Wei L-M( 1 ), Feng S-Y( 2 ), Chen Z( 2 ). Time effect of pile-soil interaction and its elastic-viscoplastic constitutive model. Rudarsko Geolosko Naftni Zbornik [Internet]. [cited 2020 Sep 21];34(1):1–11. Available from: http://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=edselc&AN=edselc.2-52.0-85077478235