<Paper>Secondary Compression of Anisotropic Consolidated Clays

  • Kawaura Fumiko
    Kuroiwa Surveyin Design Office Co. Ltd.
  • Tonosaki Akira
    Department of Civil Engineering, Kanazawa Institute of Technology
  • Akaishi Masaru
    Department of Civil Engineering, Tokai University
  • Dafalias Yannis F.
    Department of Civil & Enviromental Engineering, University of Califormia, Davis and National Tehnical University of Athenes

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Description

A constitutive model capable of accounting for time dependency and the quasi-pre-consolidated effect is presented. The model adopts the concept of an anisotropic bounding surface combining, elastoplastic and viscoplastic theory to simulate secondary compression of quasi-pre-consolidated clay under the multidimensional condition. Predictive capability of the proposed model is confirmed by Kg and anisotropic consolidation tests.

Journal

Details 詳細情報について

  • CRID
    1574231876550467072
  • NII Article ID
    110000031271
  • NII Book ID
    AA11060702
  • ISSN
    03880788
  • Text Lang
    en
  • Data Source
    • CiNii Articles

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