Zobrazeno 1 - 10
of 496
pro vyhledávání: '"bearingcapacity"'
Publikováno v:
Hans Journal of Civil Engineering. :655-661
在福建沿海地区许多重要建筑物都是以软岩作为其桩基持力层，本文依托某高层建筑的工程情况，对该工程中具有代表性的6根软岩嵌岩桩，按照JGJ94-2008《建筑桩基技术规范》、GB5007-2011《建
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::521183399d0507b8f7c1bb3bfb847b32
https://doi.org/10.12677/hjce.2017.66078
https://doi.org/10.12677/hjce.2017.66078
Autor:
Ter-Martirosyan Zaven Grigor’evich, Ter-Martirosyan Armen Zavenovich, Trinh Tuan Viet, Luzin Ivan Nikolaevich
Publikováno v:
Vestnik MGSU, Iss 5, Pp 52-61 (2015)
When a long pile is interacting with the soil, the combined force applied to the pile head is distributed among the side face and the pile toe inhomogeneously. The toe gets not more than 30 % from the general force, which doesn’t let using the rese
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doajarticles::a7c6977647f7370163e15d871c3a4ae4
http://vestnikmgsu.ru/index.php/archive/article/download/2067
http://vestnikmgsu.ru/index.php/archive/article/download/2067
Publikováno v:
Vestnik MGSU. :52-61
When a long pile is interacting with the soil, the combined force applied to the pile head is distributed among the side face and the pile toe inhomogeneously. The toe gets not more than 30 % from the general force, which doesn’t let using the rese
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd34ecd02b027c4ad7eb7fe0c6fcb13f
https://doi.org/10.22227/1997-0935.2015.5.52-61
https://doi.org/10.22227/1997-0935.2015.5.52-61
Publikováno v:
Journal of Structural and Construction Engineering, Vol 7, Iss 4, Pp 114-128 (2021)
The shortcoming of loose sandy soils in terms of shear strength besides placement of a huge number of structures on them drive the critical requirement for exploring the shallow foundations treatment, their positioning and shapes. In this regard, sta
Externí odkaz:
https://doaj.org/article/04d7f7e4d0bb427abd3e8d952f785f8c
Publikováno v:
Slovak Journal of Civil Engineering, Vol 27, Iss 3, Pp 29-36 (2019)
In this paper, numerical computations using the FLAC code are carried out to investigate of the behavior the bearing capacity of strip footings embedded in sandy soil and under large eccentric vertical load conditions. The study focuses on an evaluat
Externí odkaz:
https://doaj.org/article/e67d31c7ae9f4dadbf713762654e8997
Publikováno v:
Engineering and Technology Journal, Vol 34, Iss 8A, Pp 1615-1623 (2016)
This paper investigates the impact of close and open ended condition on the capacity of pipe piles installed in medium clayey soil using pressed or jacked and hammered techniques and tested under the effect of vertical static compression load. 36 exp
Externí odkaz:
https://doaj.org/article/2b3f80cf42fd4c6082619b852616b878
Publikováno v:
In Structures November 2023 57
Publikováno v:
Slovak Journal of Civil Engineering, Vol 27, Iss 3, Pp 29-36 (2019)
In this paper, numerical computations using the FLAC code are carried out to investigate of the behavior the bearing capacity of strip footings embedded in sandy soil and under large eccentric vertical load conditions. The study focuses on an evaluat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7d53eda643cb1c2a43f6225b3fa0b85c
https://doi.org/10.2478/sjce-2019-0019
https://doi.org/10.2478/sjce-2019-0019
Постійний приріст навантажень на дорожні покриття потребує постійного збільшення їх несучої здатності. Наведені результати експериме
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______1859::1cfe0b3805900d153036ff764f28f690
https://ena.lpnu.ua/handle/ntb/44332
https://ena.lpnu.ua/handle/ntb/44332
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