Time-Temperature Equivalence for Rocks

Quan Sheng Liu; Chong Ge Wang; X.C. Xu; Tsutomu Yamaguchi

doi:10.4028/www.scientific.net/KEM.306-308.1397

Paper Titles

An Analysis on Dynamic Damage on Concrete Obstruct Subjected to Underwater Explosion Shock Waves
p.1373

Fracture Strength Model for Jointed Rockmass and Its Application to Engineering
p.1379

Model of Damage Fracture and Damage Rheology for Jointed Rock Mass and Its Engineering Application
p.1385

A Three-Dimensional Numerical Model for Simulating Deformation and Failure of Blocky Rock Structures
p.1391

Time-Temperature Equivalence for Rocks
p.1397

Study on the Structure Model and Controlling Method of Subsidence in Flat Seam and Deep Mining
p.1403

Numerical Simulation of Humidity-Stress in Unsaturated Argillite Tunnel
p.1409

Dynamic Response of Intermittent Jointed Rock Mass Subjected to Blast Waves
p.1415

Investigation on Zonal Characteristics in Soil of Synchronous Explosion Forming
p.1421

HomeKey Engineering MaterialsKey Engineering Materials Vols. 306-308Time-Temperature Equivalence for Rocks

Time-Temperature Equivalence for Rocks

Abstract:

Based on the theory of irreversible process thermodynamics, non-linear stress-strain-temperature equations are derived, together with an expression for time-temperature equivalence. In addition, an equation of shift factor for time-temperature equivalence is also obtained. The parameters in the equations are experimentally determined and the main curves for creep compliance and cohesion of TGP granite are obtained by a series of creep tests. It is proved that both deformation and strength of the TGP granite follow the time-temperature equivalent principle.

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Periodical:

Key Engineering Materials (Volumes 306-308)

Pages:

1397-1402

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.306-308.1397

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Online since:

March 2006

Authors:

Quan Sheng Liu, Chong Ge Wang, X.C. Xu, Tsutomu Yamaguchi

Keywords:

Experiment, Rock, Thermodynamic, Time-Temperature Equivalence

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References

[1] Aklonis, J. J., Macknight, W. J.: Introduction to Polymeter Viscoelasticity (2 nd Ed. ) , (John Wiley and Sons, New York 1983).

Google Scholar

[2] Ferry, J. D., Viscoelastic Properties of Polymers(3 rd ed. ) ( John Wiley & Sons New York 1980).

Google Scholar

[3] Christensen, R. M.: Theory of Viscoelasticity , (John Wiley & Sons, New York 1982).

Google Scholar

[4] Paterson, M. S.: Experimental Rock Deformation-The Brittle Field. (Springer-verlag, New York 1978).

Google Scholar

[5] Wang, S.: Proc. 1st Workshop High Temp. High Pressure Rock Mech. CSRME, (1988) p.1.

Google Scholar

[6] Biot, M. A.:J. Appl. Phys., Vol. 25 (1954), p.1385.

Google Scholar

[7] Liu, Q., Wang, C.: Chinese Journal of Rock Mechanics and Engineering Vol. 22 (2002), p.193.

Google Scholar

[8] Liu, Q., Xu, X., Yamaguchi, T.: Proc. IRSM2001-2nd ARMS, Lisse, Netherlands (2001).

Google Scholar