考虑黏聚力的上下加载面修正剑桥模型及数值实现

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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.

Key words： rock mechanics super-subloading surface modified Cam-Clay model intergration algorithm overconsoli-dation soil structure characteristic

Received: 14 October 2012

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https://rockmech.whrsm.ac.cn/EN/Y2013/V32/I4/842

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