Zobrazeno 1 - 4
of 4
pro vyhledávání: '"S. V. Tabachnikov"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 56:340-345
Based on the experimental and theoretical studies, as well as observational generalizations, a procedure for assigning a soil deformation modulus of the various-area foundation bases is proposed. The field soil test data obtained using stamps of vari
Publikováno v:
ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering. 2:171-176
Nowadays, the use of pile-plate foundations has received extensive development, which takes into account the soil inclusion in the work under its plate part. We proposed a new design of a plate-pile foundation and an engineering method for determinin
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:32-37
A critical analysis is made of a method that uses piles to perform soil tests (Osterberg method) for the action of impressing loads. An ONLY-DOWN method of testing full-scale multisectional piles is proposed. This method makes testing more reliable a
Autor:
S. V. Tabachnikov, A. V. Samorodov
Publikováno v:
Soil Mechanics and Foundation Engineering. 52:329-334
A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis.