(1. State Key Laboratory of Geomechanics and Geotechnical Engineering，Institute of Rock and Soil Mechanics，Chinese Academy of Sciences，Wuhan，Hubei 430071，China；2. Geotechnical and Structural Engineering Research Center，Shandong University，Jinan，Shandong 250061，China；3. Belgian Nuclear Research Centre，Mol 2400，Belgium)
Abstract：The definitions of overconsolidation state parameter and structural property state parameter is further perfected firstly and a more popular derivation of this model is offered. Then the numerical implementation is completed based on the semi-implicit algorithm and the constitutive subroutine is compiled by using UMAT in ABAQUS for the improved model considering the cohesion. Finally，the complicated mechanical properties of the overconsolidated and undisturbed soil are simulated under different conditions and various loading types. The result implies that the model owns excellent simulation capabilities and the UMAT subroutine ensures sufficient accuracy and stability. Therefore，the key step to apply this constitutive model into engineering practice has been successfully accomplished.
HASHIGUCHI K. Plastic constitutive equations of granular materials[C]// Proceedings of US-Japan Seminar Continuum Mechanics and Statistical Approaches in the Mechanics of Granular Materials. Sendai：JSSMFE，1978：321-329.
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2013, Vol. 32 
