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Experimental research of the effects of preconsolidation on the time-dependent deformations—creep of marl

Mechanics of Time-Dependent Materials volume 19, pages 43–59 (2015)Cite this article

Abstract

Experimental research on marl prismatic specimens under uniaxial loading indicated that, under the constant uniaxial compressive stress, marl exhibits significant time-dependent deformations, creep. A rheological model for soft rock is defined for creep after the loading and unloading (Tomanovic in Mech. Time-Depend. Mater. 10(2):135–154, 2006), whereas material parameters for the rock concerned are determined based on the result of the creep test after the initial loading. The influence of the compressive stress preconsolidation level and the loading duration on material parameters that describe the creep represents the central part of this examination. For the purpose of quantification of material parameters of the rheological model that describes creep, the laboratory research has been resumed using series of prismatic specimens under uniaxial load. The paper presents some of the so far registered results of the marl creep behavior, following previously conducted creep tests at different stress levels and different loading duration.

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References

  • Aydan, Ö., Ito, T., Özbay, U., Kwasniewski, M., Shariar, K., Okuno, T., Özgenoğlu, A., Malan, D., Okada, T.: ISRM suggested methods for determining the creep characteristics of rock. Rock Mech. Rock Eng. 47(1), 275–290 (2014)

    Article  Google Scholar 

  • Bergues, J., Nguyen, D., Hoetit, N.: Time dependent behaviour of hard marls. In: Evangelista, Picarelli (eds.) The Geotechnics of Hard Soils: Soft Rock. Balkema, Rotterdam (1998)

    Google Scholar 

  • Cristescu, N.D., Hunsche, U.: Time Effects in Rock Mechanics. Willey, New York (1998)

    Google Scholar 

  • Doring, T., Kiehl, J.R.: Das primare, sekundare und tertiare Kriechen von Steinsalz – Ein dredimensionales rheonomes Stoffesetz. Geotechnick 3, 194–199 (1993)

    Google Scholar 

  • Jaeger, J.C., Cook, N.G.W., Zimmerman, R.W.: Fundamentals of Rock Mechanics. Chapman and Hall/Science Paperbanks, London (2007)

    Google Scholar 

  • Goodman, R.: Introduction to Rock Mechanics. Willey, New York (1989)

    Google Scholar 

  • Keih, L. J. R, Reim, J.: A three-dimensional constitutive law for rock salt including transient, steady state and accelerated creep, failure as well as post failure behaviour. In: Proc. 9th ISRM Congress, Paris, vol. 2, pp. 917–920 (1999)

    Google Scholar 

  • Langer, M.: Rheological behaviour of rock masses. In: Proc. 4th Int. Con. on Rock Mech., Montreux, vol. 3, pp. 29–62 (1979)

    Google Scholar 

  • Li, P., Deng, J.C., Zhao, W.L., Feng, Y.C.: An experimental study on creep characteristics of salt rock and gypsum-salt rock in Puguang gas field. Pet. Sci. Technol. 30(16), 1715–1724 (2012)

    Article  Google Scholar 

  • Phienwej, N., Thakur, P.K., Cording, E.J.: Time-dependent response of tunnels considering creep effect. Int. J. Geomech. 7(4), 296–306 (2007)

    Article  Google Scholar 

  • Singh, T.N., Verma, A.K.: Prediction of creep characteristic of rock under varying environment. Environ. Geol. 48, 559–568 (2005)

    Article  Google Scholar 

  • Tomanovic, Z.: Rheological model of soft rock based on test on marl. Mech. Time-Depend. Mater. 10(2), 135–154 (2006)

    Article  Google Scholar 

  • Tomanovic, Z.: The stress and time dependent behaviour of soft rock. J. Civ. Eng. 64(12), 993–1007 (2012)

    Google Scholar 

  • Wallner, M.: Stability calculation concerning a room and pillar design in rock salt. In: International Congress for Geotechnics, Melbourne (1983)

    Google Scholar 

  • Xu, T., Tang, C., Zhao, J.: Modelling of rheological deformation of homogeneous rock and associated time-dependent response of tunnels. Int. J. Geomech. 12(2), 147–159 (2012)

    Article  Google Scholar 

  • Zhang, Q., Shen, M., Zhi, W.: Investigation of mechanical behavior of a rock plane using rheological tests. J. Mater. Civ. Eng. 23(8), 1220–1226 (2011)

    Article  Google Scholar 

  • Zuan, C.: Analysis of a microcrack model and constitutive equations for time-dependent dilatancy of rocks. Geophys. J. Int. 155(2), 601–608 (2003)

    Article  Google Scholar 

Download references

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Authors and Affiliations

  1. Faculty of Civil Engineering, University of Montenegro, Podgorica, Montenegro

    S. Zivaljevic & Z. Tomanovic

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  1. S. Zivaljevic
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  2. Z. Tomanovic
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Correspondence to Z. Tomanovic.

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Zivaljevic, S., Tomanovic, Z. Experimental research of the effects of preconsolidation on the time-dependent deformations—creep of marl. Mech Time-Depend Mater 19, 43–59 (2015). https://doi.org/10.1007/s11043-014-9250-8

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  • DOI: https://doi.org/10.1007/s11043-014-9250-8

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