Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Rashid A. Mangushev"'
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 14, Iss 2 (2018)
The study describes the standard procedure of the assessment of the bearing capacity of piles by field methods used in the Russian Federation. Basing on the example of an experimental deep-laid foundation pile (length L = 65 m, diameter D = 1.2 m) in
Externí odkaz:
https://doaj.org/article/f49b0d8ee62b49bb8322fa30b4c26c1d
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 13, Iss 4 (2017)
Bending stiffness and strength of steel sheet retaining walls is strongly dependent on shear resistance of pile interlocks. This fact, usually, is not taken into account in domestic practice of design and construction of sheet walls
Externí odkaz:
https://doaj.org/article/2a36f8e097d54188b911e41a370b6fde
Autor:
N.A. Nikitina, Rashid A. Mangushev
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 15, Iss 1 (2019)
The results of static testing of the pile and comparative results of analytical and numerical calculations for the experimental deep pile (length 65 m, diameter 1.2 m) under the high-rise building, designed in the area of a large thickness of weak so
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8375a59cf102d7457c28104d07526ca2
https://doi.org/10.22337/2587-9618-2019-15-1-90-97
https://doi.org/10.22337/2587-9618-2019-15-1-90-97
Autor:
Rashid A. Mangushev, D.S. Kolesnik
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 16, Iss 1 (2020)
The article discusses and justifies the cases of horizontal movement of the top of the piles in the case of digging a pit of great depth. A statistical analysis of the results of executive documentation for completed pile fields at three construction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::767215c8d9cec5da11fcacb643e56f2d
https://ijccse.iasv.ru/article/view/276
https://ijccse.iasv.ru/article/view/276
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 13, Iss 4 (2017)
Bending stiffness and strength of steel sheet retaining walls is strongly dependent on shear resistance of pile interlocks. This fact, usually, is not taken into account in domestic practice of design and construction of sheet walls
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::653d746eab21d59792b34b1c360e8053
http://ijccse.iasv.ru/article/view/93
http://ijccse.iasv.ru/article/view/93