Nonlinear visco-elasto-plastic solution of surrounding rock considering seepage force and 3-D Hoek-Brown failure criterion

• Published in: International journal of geotechnical engineering 2017-05, Vol.11 (3), p.302-315
• Main Authors: Zou, Jin-feng, Xia, Zhang-qi, Xu, Yuan
• Format: Article
• Language: English
• Subjects: 3-D Hoek-Brown failure criterion; Hohai model; Seepage force; Visco-elasto-plastic
• ISSN: 1938-6362; 1939-7879
• DOI: 10.1080/19386362.2016.1216662

This paper focuses on the influence of intermediate principal stress and seepage force on visco-elasto-plastic solution of surrounding rock. By assuming that the surrounding rock satisfies the 3-D Hoek-Brown failure criterion and Hohai model, the stress, displacement and long-term deformation of tunnel are obtained. For elasto-plastic surrounding rock, an analytical approach was presented. For strain-softening surrounding rock, the potential plastic zone was subdivided into a finite number of concentric annuli and a numerical model was presented. Thus, based on 3-D Hoek-Brown failure criterion and Hohai model, the nonlinear visco-elasto-plastic models considering the intermediate principal stress and seepage force were proposed for elasto-plastic and strain-softening surrounding rock. The accuracy of the proposed approaches was validated with the published results in which the intermediate principal stress was not considered. Comparisons illustrate that the influence of seepage force on 3-D Hoek-Brown failure criterion is greater than that on generalised Hoek-Brown failure criterion. Taking the safety factor as 1.5, the proposed model is applied in predicting the long-term deformation of Hebian Tunnel, the deformation is calculated to be 8.0 cm which is 33.3% smaller than the designed value.