Evaluation of Subgrade Vertical Deformations of the Building with the Influence of a Deep Pit

Author:

Mirsayapov Ilizar T.,Aysin Niyaz N.

Publisher

Springer International Publishing

Reference10 articles.

1. Pasternak, P.L.: On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants, p. 56. Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture, Moscow (1954)

2. Gorbunov-Posadov, M.I., Malikova, T.A.: Calculation of Structures on Elastic Foundation, p. 628. Publishers of literature on civil engineering, Moscow (1973)

3. Aleynikov, S.M.: Contact interaction of shallow foundations with nonhomogeneous bases. In: Spatial Contact Problems in Geotechnics. Foundations in Engineering Mechanics, pp. 251–384. Springer, Heidelberg (2011)

4. Mirsayapov, I.T., Koroleva, I.V.: Computational model of long-term nonlinear deformation of clay soils under complex stress state. News KSUAE 2(16), 121–128 (2011)

5. Katzenbach, R., et al.: Design and construction of deep foundation systems and retaining structures in urban areas in difficult soil and groundwater conditions. Procedia Eng. 57, 540–548 (2013)

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1. Experimental Study of Deformation of Soil Berms Retaining Pit Fence;Proceedings of the 5th International Conference on Construction, Architecture and Technosphere Safety;2022

2. Numerical studies of soil base deformations from reconstructed multi-storey building to nearby buildings;E3S Web of Conferences;2021

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