PSI - Issue 13

Kostina A. et al. / Procedia Structural Integrity 13 (2018) 1273–1278 Author name / Structural Integrity Procedia 00 (2018) 000 – 000

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volumetric creep strain equals zero. However, in soils effects of dilatancy and compaction accompany the volumetric creep strain. Both process leads to increase of soil strength that could contribute to decrease of the creep deformation rate. Finally, for shaft sinking at large depths design parameters should be determined based on numerical modelling. For example, it was established that at depth 250 m the ice-soil cylinder with the wall thickness given by the Vaylov’s formula can satisfy the deformation criterion if its height is less than 0.5 m.

Acknowledgements

This research was supported by 17-11-01204 project (Russian Science Foundation).

References

Andersland O.B., Ladanyi B., 2013. An introduction to frozen ground engineering. Chapman and Hall, New York. Panteleev I., Kostina A., Zhelnin M., Plekhov A., Levin L., 2017. Intellectual monitoring of artificial ground freezing in the fluid-saturated rock mass. Procedia Structural Integrity, 5, 492 – 499. Vyalov S.S., 1986. Rheological fundamentals of soil mechanics. Elsevier, Amsterdam, the Netherlands. Razbegin V.N., Vyalov S.S., Maksimyak R.V., Sadovskii A.V., 1996. Mechanical properties of frozen soils. Soil Mechanics and Foundation Engineering 33(2), 35 – 45. Arenson L.U., Springman S.M., Sego D.C., 2007. The rheology of frozen soils. Applied Rheology, 17(1), 12147. Qi J., Wang S., Yu F, 2013. A Review on Creep of Frozen Soils, in “Constitutive Modeling of Geomaterials” . In. Yang Q., Zhang J.M., Zheng H., Yao Y. (Ed.). Springer, Berlin, Heidelberg, pp. 129 – 133. Lai Y., Xu X., Dong Y., Li S., 2013. Present situation and prospect of mechanical research on frozen soils in China. Cold Regions Science and Technology, 87, 6 – 18. Vyalov S.S., Gorodetsky, S.E., Zaretsky Yu.K., Gmoshinsky V.G, Grigoreva V.G., Pekarskaya N.K., Shusherina E.P., 1962. Strength and Creep of Frozen Soils and Design of Ice — Soil Retaining Structures. U.S.S.R. Acad. Press, Moscow (in Russian). Vyalov S.S., Zaretsky Y.K., Gorodetsky S.E., 1979. Stability of mine workings in frozen soils. Engineering Geology, 13(1-4), 339-351. Ottosen N.S., Ristinmaa M., 2005. The Mechanics of Constitutive Modeling. Elsevier, Amsterdam. Klein J., Jessberger H.L., 1979. Creep stress analysis of frozen soils under multiaxial states of stress. Engineering Geology, 13, 353 – 365. Eckardt H., 1982. Creep tests with frozen soils under uniaxial tension and uniaxial compression, in “Proceedings of the 4th Canadian Permafrost Conference” . In: French H.M. (Ed.). Calgary, Alberta. National Research Council of Canada, pp. 394 – 405. Judeel G.duT., Keyter G.J., Harte N.D., 2012. Shaft sinking and lining design for a deep potash shaft in squeezing ground in " Harmonising Rock Engineering and the Environment” . In: Qian Q., Zhou Y. (Ed.). Taylor & Francis Group, London, pp. 1697 – 1704. Fabich S., Bauer J., Rajczakowska M., Świtoń S. (2015). Design of the shaft lining and shaft stations for deep polymetallic o re deposits: Victoria Mine case study. Mining Science, 22, 121 – 140 Oreste P., Spagnoli G., Bianco L.L., 2016. A combined analytical and numerical approach for the evaluation of radial loads on the lining of vertical shafts. Geotechnical and Geological Engineering, 34(4), 1057-1065. Spagnoli G., Oreste P., Bianco L.L., 2017. Estimation of shaft radial displacement beyond the excavation bottom before installation of permanent lining in nondilatant weak rocks with a novel formulation. International Journal of Geomechanics, 17(9), 04017051. Schwamb T., Soga K., 2015. Numerical modelling of a deep circular excavation at Abbey Mills in London. Géotechnique, 65(7), 604-619. Jia Y., Bian H.B., Duveau G., Su K., Shao, J.F, 2008. Hydromechanical modelling of shaft excavation in Meuse/Haute-Marne laboratory. Physics and Chemistry of the Earth, Parts A/B/C, 33, S422-S435. Farazi A. H., Quamruzzaman C., 2013. Structural design of frozen ground works for shaft sinking by practicing artificial ground freezing (AGF) method in Khalashpir coal field. International Journal of Engineering and Science, 2(3), 69-74. Terzaghi K., Peck R. B., Mesri G.,1996. Soil mechanics in engineering practice. John Wiley & Sons, New York.