›› 2016, Vol. 37 ›› Issue (9): 2433-2442.doi: 10.16285/j.rsm.2016.09.001

• Fundamental Theroy and Experimental Research •     Next Articles

A thermo-mechanical coupled elastoplastic damage model for Boom clay

GONG Zhe1, 2, CHEN Wei-zhong1, 3, YU Hong-dan1, MA Yong-shang1, TIAN Hong-ming1, LI Xiang-ling4   

  1. 1. State key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. Wuhan Municipal Engineering Design and Research Institute Co., Ltd. , Wuhan, Hubei 430023, China; 3. Geotechnical and Structural Engineering Research Center, Shandong University, Jinan, Shandong 250061, China; 4. Belgian Nuclear Research Centre, Mol, Belgium
  • Received:2014-09-18 Online:2016-09-12 Published:2018-06-09
  • Supported by:

    This work was supported by the National Science Foundation for Distinguished Young Scholars (50720135906), the National Natural Science Foundation of China (51109207, 51479190) and the Young Foundation of the National Natural Science of China (51309217).

Abstract: Study of the coupled thermo-mechanical constitutive model of clays is an important issue in several specific fields, especially in the analysis of nuclear waste isolation. Based on the results of undrained triaxial tests on Boom clay at different temperatures, a coupled thermo-mechanical elastoplastic damage model is established. The yield surface is based on that of the Drucker-Prager cap model. A hardening law and a thermal/mechanical damage evolution equation are presented. The developed model is implemented into ABAQUS finite element code through subroutine USDFLD. Model parameters of Boom clay are then calibrated from experimental results by back analysis. Three dimensional coupled THM modeling of ATLAS III in-situ heating tests in HADES at the HADES underground research facility is performed by the proposed constitutive model. The numerical results are in agreement with in situ measurements, demonstrating that the model can reasonably depict the main features of thermo-mechanical behaviors of Boom clay.

Key words: Boom clay, thermo-mechanical coupling, Drucker-Prager cap model, damage, constitutive model, ATLAS Ⅲ heating test

CLC Number: 

  • TU 443

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