PSI - Issue 6
L.N. Kondratieva et al. / Procedia Structural Integrity 6 (2017) 101–108 L.N. Kondratieva, V.M. Popov,P.Ye. Medvedsky/ StructuralIntegrity Procedia00 (2017) 000 – 000
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Florin, V.A., 1959. Fundamentals of soil mechanics / V. А. Florin// Gosstroyizdat, Leningrad, pp.358. Gurskiy, A.V., 2014. Analytical determination of stresses in soil body caused by static driving of pile sheet being a flat element. Bulletin of civil engineers, 6(47),109 – 115. Lednev, V.V.,Savinov, Ya.V., 2002. Impact of non-bearing walls on bearing capacity and shallow foundations displacements. Bulletin of Tomsk State Technical University, Tomsk, 8 (2), 342-350. Mangushev, R.A., Nikiforova, N.S., 2017.Technological settlements of of buildings and facilities in areas affected by underground development/ under the editorship of member-corr. of Russian Academy of Architecture and Construction Sciences Prof. Dr.- Ing. /R.A. Mangushev// АСВ Publishing House, Moscow, pp.168. Orekhov, V.V., Negahdar, H., 2013. Efficiency of Trench Barriers Used to Protect Structures from Dynamic Loads and Study of Stress-strain State of Soil Using Strainhardening Model of Soil Behaviour. Bulletin of Moscow State Construction University, 4, 53-60. Skibin, G.M., Chizh I.N., 2013. Assessment of pile sheet driving depth in condition of neighboring foundations mutual interaction. Construction and architecture. 1(1), 28-31. Svanov, T.S., Khisamov, R.R., 2015. Enhancement of bearing capacity of building foundations. National association of scientists, Moscow, 4 3(9),10-15. Tsytovich, N.A.,1963. Soil mechanics. Gosstroyizdat, Moscow, 1963. pp.636.
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