THERMAL SCIENCE

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A new nonlinear viscoelastic-plastic seepage-creep constitutive model considering the influence of confining pressure

ABSTRACT
In this paper, then on linear viscoelastic-plastic creep models in one-dimensional and three-dimensional cases are established. The new nonlinear viscoelastic-plastic seepage-creep constitutive model is addressed, considering the influence of confining pressure. The proposed models provide the prediction of the creep deformation under the seepage.
KEYWORDS
PAPER SUBMITTED: 2018-06-21
PAPER REVISED: 2018-07-19
PAPER ACCEPTED: 2018-10-19
PUBLISHED ONLINE: 2019-04-14
DOI REFERENCE: https://doi.org/10.2298/TSCI180621116L
REFERENCES
  1. Cai, M., et. al., Rock Mechanics and Engineering. Science Press, Beijing, China, 2009.
  2. Xie He-ping, Basic Theory and Engineering Practice in Deep Mining. Science Press, Beijing, China, 2006.
  3. Zhou, H.W., et. al., Developments in Researches on Mechanical Behaviors of Rocks under the Condition of High Ground Pressure in the Depths.Advances in Mechanics, 35(2005), 1, pp. 91-99.
  4. Mohammad R. Z., AnAnalytical Solution for Design of Pressure Tunnels Considering Seepage Loads.Applied Mathematical Modelling, 62(2018), pp. 62-85.
  5. Laver, R.G., et. al.,Method to Evaluate the Long-Term Surface Movements by Tunneling in London Clay.Journal of Geotechnical and GeoenvironmentalEngineering, 143(2016), 3, pp. 06016023.
  6. Jia, C.J., et. al.,Laboratory Investigations of Inert Gas Flow Behaviors in Compact Sandstone.Environmental Earth Sciences, 77(2018), 6, pp.245.
  7. Guo, Y., et. al.,Analysis of Seepage Evolution Law of Rock Mass Based on the Numerical Algorithm Considering Strength Weakening Water Absorption.Arabian Journal of Geoscience, 11(2018), 13, pp. 349.
  8. Li, X.F., Du, S.J., Unified Analytical Solution for Deep Circular Tunnel with Consideration of Seepage Pressure, Grouting and Lining.Journal of Central South University, 24(2017), 6, pp.1483-1493.
  9. Zhou, C.B., et. al.,Flow-Stress Coupled Permeability Tensor for Fractured Rock Masses. International Journal for Numerical & Analytical Methods in Geomechanics, 32(2010), 11, pp.1289-1309.
  10. Sun, X.S.,Research on Coupling of Seepage and Stress Fields with Variable Modulus of Elasticity.Advanced Materials Research, 594-597(2012), pp.2552-2556.
  11. Xu, W.Y., et. al.,Creep Properties and Permeability Evolution in Triaxial Rheological Tests of Hard Rock in Dam Foundation.Journal of Central South University of Technology, 19(2012), 1 pp.252-261.
  12. Zhang, Y.,Change in the Permeability of Clastic Rock During Multi-Loading Triaxial Compressive Creep Tests.Geotechnique Letters, 5(2015), 3 .pp.167-172.
  13. Zhang, D.M.,et. al.,Influence of Loading and Unloading Velocity of Confining Pressure on Strength and Permeability Characteristics of Crystalline Sandstone.Results in Physics, 9(2018), pp.1363-1370.
  14. Wang, G., Advanced Rock Mechanics Theory. Metallurgical Industry Press, Beijing, China, 1996.
  15. Zhou, W.,Advanced Rock Mechanics. China Water & Power Press, Beijing, China, 1990.
  16. Prassetyo,S., Gutierrez, M., Effect of Transient Coupled Hydro-Mechanical Response on the Longitudinal Displacement Profile of Deep Tunnels in Saturated Ground.Tunnelling and Underground Space Technology, 75(2018), pp. 11-20.
  17. Perazzelli, P., et. al., Stability under Seepage Flow Conditions of a Tunnel Face Reinforced by Bolts. Procedia Engineering, 191(2017), pp. 215-224.
  18. Boukharov, G.N., et. al., The Three Processes of Brittle Crystalline Rock Creep.International Journal of Rock Mechanics and Mining Sciences &Geomechanics Abstracts, 32(1995), 4, pp. 325-335.
  19. Shao, J.F., et. al., Modeling of Creep in Rock Materials in Terms of Materialdegradation.ComputGeotech. 30(2003), pp.549-555.
  20. Fabre, G., Pellet, F., Creep and Time-Dependent Damage in Argillaceous Rocks. International Journal of Rock Mechanics and Mining Sciences, 43(2006), 6, pp. 950-960.
  21. Heap, M.J., et. al., Influence of Temperature on Brittle Creep in Sandstones.Geophysical Researchers Letters, 36(2009), pp.L19305.
  22. Heap, M.J., et. al., Time Dependent Brittle Creep Indarley Dale Sandstone.Journal of geophysical research-atmospheres, 114(2009), pp. B07203.
  23. Wu, L.Z., et. al., Experimental Study and Modeling of Shear Rheologyin Sandstone with Non-Persistent Joints.Engineering Geology, 222(2017), pp. 201-211.
  24. Nedjar, B., Roy, L.R., AnApproach to the Modeling of Viscoelastic Damage.Application to the Long-Term Creep of Gypsum Rock Materials. International Journal for Numerical and Analytical Methods in Geomechanics,37(2013), 9, pp. 1066-1078.
  25. Wang, X.G., et. al., A Constitutive Model of Granite Shear Creep under Moisture.J Earth Sci, 27(2016), 4 pp. 677-685.
  26. Debernardi, D., Barla G., New Viscoplastic Model for Design Analysis of Tunnels Insqueezing Conditions.Rock Mechanics and Rock Engineering, 42(2009),2, pp. 259-288.
  27. Barla, G., et. al., Time-dependent Modeling of Tunnels in Squeezing Conditions.International Journal of Geomechanics,12(2012), 6, pp. 697-710.
  28. Yang, W.D., et. al., Time-Dependent Behavior of Diabase and a Nonlinear Creep Model.Rock Mechanics and Rock Engineering, 47(2013), pp. 1211-1224.
  29. Wang, X.G., et. al., ANonstationary Parameter Model for the Sandstone Creep Tests.Landslides, 15(2018), 1, pp. 1-13.
  30. Yang, S.Q., Study onRheological Mechanical Properties of Rock and its Engineering Applications.Ph. D. thesis, Hohai University, Nanjing, China, 2006.