Rocks are composed of mineral particles and micropores
between mineral which has a great influence on the mechanical properties of
rocks. In this paper, based on the theory of locked-in stress developed by
academician Chen Zongji, the locked-in stress problem in underground rock is
simulated by the thermal expansion of hard rubber particles. The pore inclusion
in rock is assumed to be uniformly distributed spherical cavities. Using the
thermal stress theory, the stress of rock with a spherical pore inclusion is
equivalent to the thermal stress generated by the spherical hard rubber inclusion.
The elastic theory formula of the temperature increment and the equivalent pore
pressure of the spherical hard rubber inclusion is derived. The numerical
simulation of the rock mass model with a spherical hard rubber inclusion is
carried out and compared to the theoretical calculation results; the results show that they are consistent. The method proposed by this
paper for simulating stress distribution in rock by thermal stress is reasonable
and feasible; it has a positive meaning for further study of mechanic phenomenon of
rock with micropore inclusion.
References
[1]
Malik, A.S., Boyko, O., Atkar and Chen, Y. (2009) Rock Physics. Press of University of Science and Technology of China, Hefei.
[2]
Kie, T.T. (1979) Vice-President Address Note. Proceedings of Congress on Rock Mechanics of International Society for Rock Mechanics, Montreux, Vol. 3, S253-S254.
[3]
Tan, T.K. and Kang, W.F. (1980) Locked in Stresses, Creep and Dilatancy of Rocks, and Constitutive Equations. Rock Mechanics, 13, 5-22.
https://doi.org/10.1007/BF01257895
[4]
Chen, Z.J., Kang, W.F. and Huang, J.F. (1991) On the Locked in Stress, Creep and Dilatation of Rocks, and the Constitutive Equations. Chinese Journal of Rock Mechanic and Engineering, No. 4, 299-312.
[5]
Huang, S.J. and Hou, Z.J. (2001) Spatio-Temporal Variation of Subsurface Porosity and Permeability and Its Influential Factors. Acta Sedimentologica Sinica, 19, 224-232.
[6]
Qian, Q.H. and Zhou, X.P. (2013) Effects of Incompatible Deformation on Failure Mode and Stress Field of Surrounding Rock Mass. Chinese Journal of Rock Mechanic and Engineering, 32, 649-656.
[7]
Wang, M.Y., Li, J. and Li, K.R. (2015) A Nonlinear Mechanical Energy Theory in Deep Rock Mass Engineering and Its Application. Chinese Journal of Rock Mechanic and Engineering, No. 4, 659-667.
[8]
Yue, Z.Q. (2014) Gas Inclusions and Their Expansion Power as Foundation of Rock “Locked-In” Stress Hypothesis. Journal of Engineering Geology, No. 4, 739-756.
[9]
Yue, Z.Q. (2015) Expansion Power of Compressed Micro Fluid Inclusions as the Cause of Rockburst. Mechanics in Engineering, No. 3, 287-294.
[10]
Suquet, P.M. (1987) Elements of Homogenization for Inelastic Solid Mechanics. In: Sanchez-Palencia, E. and Zaoui, A., Eds., Homogenization Techniques for Composite Media, Springer, Berlin, 193-279.
[11]
Xu, B.Y. (1995) Application of Elastic and Plastic Mechanics. Tsinghua University Press, Beijing.
[12]
Biot, M.A. (1941) General Theory of Three-Dimensional Consolidation. Journal of Applied Physics, 12, 155-164. https://doi.org/10.1063/1.1712886
[13]
Kopf, A., Paterson, M.S. and Wong, T.F. (2006) Experimental Rock Deformation—The Brittle Field, 2005. Surveys in Geophysics, 27, 487-488.
https://doi.org/10.1007/s10712-006-9004-5