Comparison of the Stress-State Level for the Inhomogeneous Rock Mass with a Spherical Cavity in the Stationary and Non-Stationary Temperature Conditions

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The paper contains comparative analysis of solutions for problems with the rock-mass stress-strain state in the vicinity of a spherical cavity for the case of stationary and non-stationary temperature conditions. Such a cavity was created by blasting and further was used as storage for products that tend to self-heating. So, both problems considered the process inhomogeneity of the rock mass soil and the inhomogeneity caused by an action of various high-temperature fields. The results obtained prove the significant impact of the inhomogeneity on the stress state of the rock mass for any types of temperature conditions. The development of methods for calculation of underground structures that would fully consider the conditions of their creation and operation as well as actual properties of materials is one of crucial areas in structural mechanics.

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78-83

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September 2018

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© 2018 Trans Tech Publications Ltd. All Rights Reserved

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[1] A.A. Bakirov, Application of underground nuclear explosions in the oil industry, Nedra, Moscow, (1981).

Google Scholar

[2] F.D. Stacey, Physics of the Earth, Mir, Moscow, (1972).

Google Scholar

[3] V.V. Rukin, K.V. Ruppeneit, Interaction mechanism of pressure tunnel lining with rock mass, Science, Moscow, (1969).

Google Scholar

[4] S.R. Meschyan, Grounds mechanical properties and laboratory methods of their identification, Nedra, Moscow, (1974).

Google Scholar

[5] I.I. Frolova, M.K. Agakhanov, Choosing the function of mechanical properties of grounds and rock formations due to their heterogeneity, E3S Web of Conferences. 33 (2018) 194-199.

DOI: 10.1051/e3sconf/20183302024

Google Scholar

[6] A.T. Vasilenko, Ya.M. Grigorenko, Stress state of thick-walled inhomogeneous spherical shells with asymmetric loads, Applied mechanics. 28 (1982) 22-26.

DOI: 10.1007/bf00883355

Google Scholar

[7] I.I. Frolova, V.I. Andreev, Thermal stress state of rock massif with a spherical cavity taking into account inhomogeneity of the medium, MATEC Web of Conferences.86 (2016) Article number: UNSP 03010.

DOI: 10.1051/matecconf/20168603010

Google Scholar

[8] V.S. Zarubin, Applied problems of thermal strength of structural elements, Mechanical engineering, Moscow, (1985).

Google Scholar

[9] I.I. Frolova, Calculation of the non-stationary temperature field in an inhomogeneous massif with a spherical cavity filled with a heated liquid, Scientific review. 9 (2016) 12-16.

Google Scholar

[10] V.I. Andreev, A.S. Avershyev, The Stress State in The Rock Mass Exposure to Moisture and Temperature Fields, Engineering Proceedings. 111 (2015) 30-35.

DOI: 10.1016/j.proeng.2015.07.031

Google Scholar

[11] V.I. Andreev, S.V. Bulushev, Optimisation of an inhomogeneous thick-walled spherical shell in a temperature field, Bulletin of MGSU. 12 (2012) 40-46.

Google Scholar