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Elastoplastic Model for Soils Considering Structure and Overconsolidation

  • Shuo Zhang (张硕)
  • Chencong Liao (廖晨聪)Email author
  • Qi Zhang (张琪)
  • Liang Zhen (甄亮)
Article
  • 22 Downloads

Abstract

An isotropic hardening elastoplastic model for soil is presented, which takes into consideration the influence of structure and overconsolidation on strength and deformation of clays. Based on the superloading concept and subloading concept, the inner structural variable ω and overconsolidation variable ρ are introduced to describe the structure and overconsolidation of soil. The present model requires three additional parameters which can be obtained by conventional triaxial test, and the other parameters are same as those of modified Cam-clay (MCC) model. The performance of the proposed model is verified by undrained and drained triaxial tests.

Key words

elastoplastic model clay overconsolidation structure transformed stress 

CLC number

TU 432 

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Copyright information

© Shanghai Jiao Tong University and Springer-Verlag GmbH Germany, part of Springer Nature 2019

Authors and Affiliations

  • Shuo Zhang (张硕)
    • 1
  • Chencong Liao (廖晨聪)
    • 1
    Email author
  • Qi Zhang (张琪)
    • 1
  • Liang Zhen (甄亮)
    • 2
  1. 1.Department of Civil EngineeringShanghai Jiao Tong UniversityShanghaiChina
  2. 2.Shanghai Road and Bridge (Group) Co., Ltd.ShanghaiChina

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