Technical Papers
May 9, 2016

Biaxial Creep Test Study on the Influence of Structural Anisotropy on Rheological Behavior of Hard Rock

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 10

Abstract

Rheological characteristics are one of most important properties needed to be considered in the design and construction for the long-term stability and serviceability of underground structures in the rock mass. To date, although extensive studies on the rheological properties of rocks are available in the literature, most of the existing studies reported the strain-time data for the axial deformation through the compression rheological method and did not mention the lateral deformation, and mainly focused on the soft rocks at shallow depth. Thus, very limited attention has been paid to the rheological properties of deep and hard rock, neglecting the effects of structural anisotropy on the rheological properties. This paper presents a comprehensive, in-depth study of the rheological behaviors of super-deep hard rock, considering the effects of structural anisotropy by using the uniaxial and biaxial creep tests. The results revealed that significant creep behavior can be observed in the hard rock specimens under high stress in the in situ conditions, and the strain-time behavior of hard rock exhibited brittle failure. The strain-time curves of hard rock exhibited two obvious phases of instantaneous creep and steady-state creep, without the phase of accelerated creep. Moreover, it was observed that the rheological behaviors, including the instantaneous modulus, transient creep duration, axial and lateral creep deformations, steady-state creep rate, volumetric strain, and contraction ratio are strongly affected by the structural anisotropy. Based on the experimental data, empirical models of the parameters governing creep behavior have been established.

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Acknowledgments

This work was financially supported by National Natural Science Foundation of China (Grant No. 51178420; 51509219).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 10October 2016

History

Received: Jul 8, 2015
Accepted: Dec 15, 2015
Published online: May 9, 2016
Published in print: Oct 1, 2016
Discussion open until: Oct 9, 2016

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Chuangzhou Wu, Ph.D. [email protected]
Research Fellow, College of Civil Engineering and Architecture, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China. E-mail: [email protected]
Qingsheng Chen, Ph.D. [email protected]
P.E.
Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, 1 Engineering Dr., E1-08-23, Singapore 117576 (corresponding author). E-mail: [email protected]; [email protected]
Sudip Basack, Ph.D., M.ASCE [email protected]
Research Academic (Australian Research Council), Centre for Geomechanics and Railway Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Wollongong City, NSW 2522, Australia. E-mail: [email protected]
Riqing Xu, Ph.D. [email protected]
Professor, College of Civil Engineering and Architecture, Zhejiang Univ., 866 Yuhangtang Rd., Hangzhou 310058, China. E-mail: [email protected]
Zhenming Shi, Ph.D. [email protected]
Professor, Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. E-mail: [email protected]

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