Calculation of Bases for Rigid Complex-Shaped Deepened Foundations According to the Second Limiting State in a Three-Dimensional Formulation

Author:

Aleynikov† Sergey M.

Publisher

Springer Berlin Heidelberg

Reference251 articles.

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2. Aleksandrovich V F, Fedorovskii V G (1982) Finite-element calculation of interaction of a deepened foundation with an elastoplastic base. In: Engineering properties of soil and calculation of the bearing capacity and settlements of foundations. Tr NIIOSP 78: 106–113 (in Russian)

3. Alekseyev A I, Nikiforov Yu N, Derevyanko V M (1985) Experimental studies of functioning of slotted foundations. In: Bases and foundations in the geological conditions of the Urals. PPI, Perm, pp. 31–35 (in Russian)

4. Alekseyev V M, Lipson G A, Mitrenko Yu A (1980) Study of the bearing capacity of pyramidal piles on a vertical load. In: Soil mechanics, bases and foundations. Voronezh State University, Voronezh, pp. 72–81 (in Russian)

5. Alekseyev V M, Lipson G A, Mitrenko Yu A (1984) Studies of bearing capacity of pyramidal piles under an inclined force. In: Studies of rational structures of foundations. Voronezh State University, Voronezh, pp. 17–24 (in Russian)

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1. An Approach for Capacity Calculation of Shaped Pile Group Under Uplift Load;Soil Mechanics and Foundation Engineering;2018-09

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