Studies on Related ms Magnitude Rate Models in Triangular Wave Unloading Section of Calcium Medium-Fine Sandstone

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Abstract:

Specific to the improvement in the present research of mechanical response under cyclic loading, this paper, taking the calcareous middle- coarse sandstone as the research subject and the RMT-150C experimental system in which data is recoded by ms magnitude as the platform, develops several related models concerning the unloading rate of triangle waves. The unloading process is divided into lag time segment and non-lag time segment, with criterions and related parameters provided as well. The term apparent elastic modulus is defined. The test data analysis shows that there exist a linear relationship between the apparent modulus and instant vertical force before load damage in non-lag time segment. On the preceding basis, a rate-dependent model of triangular wave un-installation section in non-lag time segment is established. Due to the inability of the loading equipment to accurately input the triangle wave, the average loading rate is amended and a constant term is added into it. The model is proved to be reliable, as the predicted value of the deformation rate and the stress strain curve coincides with measured value. At the same time, the impact of the lag time is pointed out quantitatively and a predication model of lag time segment is set up.

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Advanced Materials Research (Volumes 152-153)

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164-170

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October 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Gordon R.B. and Davis, L. A. Velocity and attenuation of seismic waves in imperfectly elastic rock [J]. Geophys. Res, 73: 3917-3935, (1967).

DOI: 10.1029/jb073i012p03917

Google Scholar

[2] Spencer J.W., Jr, Stress relaxation at low frequencies in fluid saturated rocks: Attenuation and modulus Dispersion,J. Geophys. Res, 86(B3): 1803-1812, (1981).

DOI: 10.1029/jb086ib03p01803

Google Scholar

[3] Memey, Holcomb D J. Relaxation and microfracturing in dilatants rock[J]. Journal of Geophysical Research, 1981, 86(B7): 6235-6248.

DOI: 10.1029/jb086ib07p06235

Google Scholar

[4] Koichi Akai. Plate loading testing on multi-played sedimentary rocks[A]. The 5th national rock mechanics conference. Australia, 1983. 1.

Google Scholar

[5] Loepold Müller-salzburg, Xiurun Ge. Studies on the Mechanical Behavior(Deformation Behavior)of Jointed Rock Masses under Cyclic Load. The 5th Int. Congress on Rock Mechanics, Australia 1983, 1: 43-49.

Google Scholar

[6] Müller-Salzburg L, Ge X R. Studies on the mechanical behavior (deformation behavior) of jointed rock masses under cyclic load. Proceedings of the 5th Int Congress of the Society for Rock Mechanics. Melbourne, Australia, 1983. 43-49.

Google Scholar

[7] Ge X R. Study on deformation and strength behavior of the large2sized triaxial rock samples under cyclic loading[J]. Rock and Soil Mechanics, 1987, 8 (2): 11-19.

Google Scholar

[8] McCall K R, Guyer R A. Equation of state and wave propagation in hysteretic nonlinear elastic material [J]. Journal of Geophysical Research, 1994, 99(B12): 23897-25887.

DOI: 10.1029/94jb01941

Google Scholar

[9] Tutuncu A N, Podio A L, Sharna M M. Nonlinear visco-elastic behavior of sedimentary rocks, partⅠ: effect of frequency and strain ampitude. Geoohysics, 1998, 63(1): 184-190.

Google Scholar

[10] Tutuncu A N, Podio A L, Sharna M M. Nonlinear visco-elastic behavior of sedimentary rocks, partⅡ: hysteresis effect and influence of type of fluid on elastic module. Geoohysics, 1998, 63(1): 195-203.

DOI: 10.1190/1.1444313

Google Scholar

[11] GE Xiurun, LU Yingfa. [J]. Discussion on problems of rock fatigue failure and irreversible strain under cyclic loading[J]. Chinese Jounal of Geotechnical Engineering. 1992, 14(3):56-60. (in Chinese).

Google Scholar

[12] GE Xiurun, REN Jianxi, PU Yibin, et al. Primary study of CT real-time testing of fatigue meso-damage propagation law of rock[J]. Chinese Jounal of Geotechnical Engineering, 2001, 23(2) : 191-195. (in Chinese).

DOI: 10.1201/9781003077510-12

Google Scholar

[13] GE Xiurun, JIANG Yu, LU Yunde, et al. Testing study on fatigue deformation law of rock under cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 ( 10) : 1581-1585. (in Chinese).

Google Scholar