[1]
Moisya, A.A., Vatin, N.I. Insulated shallow foundation on heaving soils (2009) Magazine of civil engineering, 3, pp.7-10.
Google Scholar
[2]
Lalin, V., Rybakov, V., Sergey, A. The finite elements for design of frame of thin-walled beams (2014) Applied mechanics and materials, 578-579, pp.858-863.
DOI: 10.4028/www.scientific.net/amm.578-579.858
Google Scholar
[3]
Mangushev, R.A., Sakharov, I.I., Konyushkov, V.V. Comparative analysis of computational modeling of the system building-foundation-base, in the software packages SCAD and PLAXIS (2010) Vestnik grazhdanskih inzhenerov, 3, pp.96-101.
Google Scholar
[4]
Povzun, A.O., Kolosov, E.S. Criterion of choice of foundation's type depending on conditions of the building and kind of construction (2013) Construction of Unique Buildings and Structures, 10, pp.2-14.
Google Scholar
[5]
Bulatov, G.Y., Lysyakova, E.I., Korenevskaya, M.A. The resumptive pile load capacity equation (2014) Construction of Unique Buildings and Structures, 6 (21), pp.120-127.
Google Scholar
[6]
Korovkin, V.S. Engineering kinematic theory of the contact earth pressure and its application to the static calculation of thin quay walls (2013) Magazine of civil engineering, 6, pp.39-49.
DOI: 10.5862/mce.41.5
Google Scholar
[7]
Sokolova, O.V. The selection of soil models parameters in Plaxis 2D (2014) Magazine of civil engineering, 4, pp.10-16.
DOI: 10.5862/mce.48.2
Google Scholar
[8]
Yi Fang Wang, Influence of Uneven Soft Subsoil on a Brick Building (2012) Advanced Materials Research, 374 - 377, p.1963-(1968).
DOI: 10.4028/www.scientific.net/amr.374-377.1963
Google Scholar
[9]
Andreev, V.I., Barmenkova, E.V., Matveeva, A.V. On the Nonlinear Effect of Joint Work of the Basis, Foundation Slab and the Structure (2011) Advanced Materials Research, 250 – 253, pp.3591-3594.
DOI: 10.4028/www.scientific.net/amr.250-253.3591
Google Scholar
[10]
Cajka, R., Burkovic, K., Buchta, V. Foundation Slab in Interaction with Subsoil (2014) Advanced Materials Research, 838 – 841, pp.375-380.
DOI: 10.4028/www.scientific.net/amr.838-841.375
Google Scholar
[11]
Tao, S.L., Zhao, Z.F., New Construction Technique of Soft Soil Foundation Consolidated by Plastic Drainage Slab (2012) Advanced Materials Research, 446 - 449, pp.2673-2680.
DOI: 10.4028/www.scientific.net/amr.446-449.2673
Google Scholar
[12]
Chandrakant, S.D., Tribikram, K. Introductory Finite Element Method: Crc Press (2001), 520 р.
Google Scholar
[13]
Poulos, H.G. Piled raft foundation: Design and applications (2000) Geotechnique, 51, pp.95-113.
Google Scholar
[14]
Benz, T., Nordal, S. Numerical Methods in Geotechnical Engineering: NUMGE (2010), 976 р.
Google Scholar
[15]
Tsinker G.P. Port engineering: planning, construction, maintenance and security, New Jersey: Harbors, Design and Construction, (2004), 881 p.
Google Scholar
[16]
Van Impe, W.F. Deformations of deep foundation (1991) General Report X, ECSMFE, Florence, 2638 p.
Google Scholar
[17]
Lalin, V.V. Chislennye metody v stroitelstve. Resheniye odnomernykh zadach metodom konechnykh elementov [Numerical methods in civil engineering. The solving of onedimensional schemes with finite element method] (2001), 72 p. (rus).
Google Scholar
[18]
Lalin, V.V., Konstantinov, I.A., Lalina, I.I. Ten years of using program SCAD in educational process on discipline structural mechanics theory of elasticity and structural dynamics (2012).
Google Scholar
[19]
Schwartzman, B.S. Extrapolation method of improving the accuracy in solving the problems of structural mechanics by grid scheme (1992), pp.106-117.
Google Scholar
[20]
Schwartzman, B. S Extrapolation method for the numerical solutions with prescribed accuracy (1992) Structural Mechanics and settlement facilities, pp.157-162.
Google Scholar