Laboratory test of equivalent material as artificial ground

Anton Sokornov; Evgeny Shaposhnikov; Alexander Konkov

doi:10.1051/e3sconf/202015702009

All issues

Volume 157 (2020)

E3S Web Conf., 157 (2020) 02009

References

Open Access

Issue		E3S Web Conf. Volume 157, 2020 Key Trends in Transportation Innovation (KTTI-2019)


Article Number		02009
Number of page(s)		6
Section		Environmental Engineering
DOI		https://doi.org/10.1051/e3sconf/202015702009
Published online		20 March 2020

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[1] E.M. Sergeev (ed.) Engineering Geology of the USSR (Moscow, Moscow University Press, Russian Platform, 1978). [Google Scholar]

[2] L. Patricia, C.J. Moore, K. Jazvac, GSA Today, 24 (6), 4-8. [Google Scholar]

[3] G.N. Kuznetsov, M.N. Budko, Yu.I. Vasiliev et al., Modeling of manifestations of rock pressure (Leningrad, Nedra, 1968). [Google Scholar]

[4] Limanov, Yu.A. and others, Modeling tunnels by the method of equivalent materials (technical description of the exhibit), (Leningrad, LIIZhT, 1964). [Google Scholar]

[5] Research report Study of the deformative and strength properties of Proterozoic clays and recommendations for their use in the design of lining of underground collectors (LIIZhT, 1976). [Google Scholar]

[6] Yu.S. Frolov, A.N. Konkov, A.A. Larionov, Zapiski Gornogo instituta (2012). [Google Scholar]

[7] Yu.S. Frolov, A.N. Konkov, A.A. Larionov, Promyshlennoye i grazhdanskoye stroitel’stvo, 9 (2013). [Google Scholar]

[8] Y.S. Frolov, A.N. Konkov, A.A. Larionov, Transportation Geotechnics and Geoecology, TGG 2017, 673-680 (2017). [Google Scholar]

[9] GOST 12248-2010 “Interstate standard. Soils. Laboratory methods for characterizing the strength and deformability” [Google Scholar]

[10] M.I. Gorbunov-Posadov, V.A. Ilyichev, V.I. Krutov et al., Foundations, foundations and underground structures (Moscow, Stroyizdat, 1985). [Google Scholar]