Technical Papers
Apr 24, 2020

New Creep Constitutive Model for Soft Rocks and Its Application in the Prediction of Time-Dependent Deformation in Tunnels

Publication: International Journal of Geomechanics
Volume 20, Issue 7

Abstract

Creep often occurs in tunnels excavated in soft rocks and it poses a risk to the long-term stability of the excavation. To derive measures for the effective mitigation of the risk, it is important to understand the time-dependent damage mechanism governing the deformation behavior of the surrounding rocks. A new creep constitutive model for soft rocks was proposed in this study to help achieve this understanding. The new creep model was developed based on the disturbed state concept, for example, the relatively intact state of rocks was described by the Burgers model and the fully adjusted critical state was represented by the generalized Bingham model. The analytical solution from the proposed model was given and the parameter calibration based on uniaxial compression creep experimental results were described. The deformation estimated by the proposed model was demonstrated to be in better agreement with experimental data than that estimated by the Burgers model alone. In addition, a three-dimensional creep constitutive model was proposed based on the one-dimensional form with the assumption of the constant bulk modulus. A case study for a tunnel with extensive time-dependent deformations was conducted using FLAC3D with the incorporation of the proposed three-dimensional creep model. The results indicated that the proposed creep model performed well in the prediction of the time-dependent deformations and failures in the section of the tunnel being studied. This model provided a very useful tool for engineers when determining the design for excavations and ground support schemes for tunnels in soft rocks where significant creep behaviors must be considered.

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Acknowledgments

The research described in this paper was financially supported by the National Natural Science Foundation of China (Grant Nos. 41672290 and 41972276) and the Natural Science Foundation of Fujian Province (Grant No. 2016J01189).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 7July 2020

History

Received: Feb 5, 2018
Accepted: Oct 24, 2019
Published online: Apr 24, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 24, 2020

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Professor, College of Civil Engineering, Fuzhou Univ., Xueyuan Rd. No. 2, Fuzhou, Fujian 350116, China (corresponding author). ORCID: https://orcid.org/0000-0002-3420-7929. Email: [email protected]
Lecturer, College of Civil Engineering, Fujian Univ. of Technology, Fuzhou 350118, China. Email: [email protected]
Professor, School of Civil, Environment and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia. Email: [email protected]
PhD Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China. Email: [email protected]

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