Zobrazeno 1 - 10
of 41
pro vyhledávání: '"bearing capacity of piles"'
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 20, Iss 3 (2024)
The study considers the methods (separate stages) of designing pile foundations made of driven reinforced concrete piles on macroporous subsidence soils of the second type of subsidence using multi-storey buildings as an example. The paper provides a
Externí odkaz:
https://doaj.org/article/3f2b1712a9514afa9aa27a68d7e3725f
Akademický článek
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Role of accuracy and quantity of field tests in engineering-geotechnical researches for construction
Publikováno v:
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, Vol 29, Iss 4, Pp 421-434 (2020)
The aim of this work is to summarize previously conducted studies on the optimization of the unequal geotechnical testing program and on the selection of the desired calculation indicator based on the results of such tests. The approximate, but quick
Externí odkaz:
https://doaj.org/article/f2dbcb24bcad4032bd31a5be67bcbf92
Autor:
Chmielewska Iwona
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 699-704 (2020)
Floating geosynthetic encased columns (GEC) are an increasingly popular method of strengthening weak subsoil. Design of floating columns is a difficult and not fully recognized issue. This paper treats the floating GEC column as a special kind of “
Externí odkaz:
https://doaj.org/article/d25efb9407564e05a819de48f627087f
Autor:
Milović Dušan
Publikováno v:
Građevinski Materijali i Konstrukcije, Vol 61, Iss 1, Pp 15-26 (2018)
In the paper are presented the results of the penetration tests and the field load tests. In these tests the piles were loaded with the concrete blocks, reaching the vertical force of up to 5.00 MN. By the analyses of theoretical and field load tests
Externí odkaz:
https://doaj.org/article/6befba4eec034fdf87e5aa1e926df61b
Publikováno v:
Инженерно-строительный журнал, Vol 48, Iss 4, Pp 17-27 (2014)
The problem of constructing additional storeys on existing buildings is really up-to-date nowadays. Implementation of the above-mentioned process should be undertaken after the inspection of constructions. Foundation is the construction which takes a
Externí odkaz:
https://doaj.org/article/56da50ec001f49aa91f2cc5bf5e110ce
Publikováno v:
Vestnik MGSU, Vol 15, Iss 5, Pp 655-664 (2020)
Introduction. Pile foundations are considered one of the most suitable foundation solutions for construction in seismic areas. However, during earthquakes, specific processes often occur that adversely affect the interaction of piles with the surroun
Autor:
Iwona Chmielewska
Publikováno v:
Open Engineering, Vol 10, Iss 1, Pp 699-704 (2020)
Floating geosynthetic encased columns (GEC) are an increasingly popular method of strengthening weak subsoil. Design of floating columns is a difficult and not fully recognized issue. This paper treats the floating GEC column as a special kind of “
Autor:
Krasiński A.
Publikováno v:
Archives of Civil Engineering, Vol 57, Iss 1, Pp 45-57 (2011)
Dla potrzeb projektu badawczego „Nosnosc i praca w gruncie pali wkrecanych” finansowanego przez Ministerstwo Nauki i Szkolnictwa Wyzszego - projekt nr N N506 369234 rozpoczeto badania terenowe pali i kolumn wkrecanych. W artykule opisano badania
Externí odkaz:
https://doaj.org/article/41468441bb1c4ff8a6df76718a58e67a
Akademický článek
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