Zobrazeno 1 - 10
of 2 450
pro vyhledávání: '"ultimate bearing capacity"'
Autor:
Ahmed M. Saad, Mohamed A. H. Sakr, Mohamed Sh. A. Selim, Sherif A. Taalab, Hesham M. H. Zakaly, Sherif M. Aboueldahab, Ali E. Omar, Mahmoud Zayed, S. A. M. Issa, Hamdy A. Awad
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-18 (2024)
Abstract This study aims to evaluate the suitability of subsurface layers for infrastructure development using geophysical and geotechnical studies. Six seismic refraction and six 2D geoelectic profiles were conducted in the study area to analyze the
Externí odkaz:
https://doaj.org/article/45fa9a7c6d3a4437bcc36a93ea1bdc62
Autor:
Jibao YANG
Publikováno v:
Shuiwen dizhi gongcheng dizhi, Vol 51, Iss 5, Pp 114-123 (2024)
There are many analysis methods to determine the ultimate bearing capacity of single pile by using the load-settlement curve obtained from the static load test, but so far, reasonable and theoretical calculation method to solve the ultimate bearing c
Externí odkaz:
https://doaj.org/article/cdabbb57c5a745b58569dfa9d543707e
Publikováno v:
Meikuang Anquan, Vol 55, Iss 7, Pp 161-168 (2024)
In order to reduce the damage of dynamic pressure impact to the support system and meet the needs of large deformation roadway, the bearing capacity model of anchor arch steel tray was constructed based on the spherical shell structure theory. The ca
Externí odkaz:
https://doaj.org/article/e8fcf992b8fb44bb94b5445675dffe12
Publikováno v:
Soils and Foundations, Vol 64, Iss 6, Pp 101537- (2024)
The advantages of using screw piles are quite evident nowadays, which enhances its importance in the field of deep foundations. Moreover, the current environmental challenges direct the construction industry towards sustainability, creating more oppo
Externí odkaz:
https://doaj.org/article/8cc37371daf944b3b759448851d20a50
Publikováno v:
Case Studies in Construction Materials, Vol 21, Iss , Pp e03426- (2024)
This paper presents an experimental and theoretical study on the in-plane mechanical behavior of orthogonal ribbed beam floors made of poplar Laminated Veneer Lumber(LVL) and Oriented strand Board(OSB) panels. Eight full-scale specimens with plane di
Externí odkaz:
https://doaj.org/article/ee708213470340b788015a42ffed7b5e
Autor:
Pham Ngoc Quang, Pham Ngoc Vinh
Publikováno v:
Tạp chí Khoa học và Công nghệ, Pp 29-34 (2024)
This study widely investigated the applicability of the ultimate bearing capacity formula from the Architectural Institute of Japan (AIJ) while considering the effect of footing width. An in-house RPFEM program was developed using a non-linear shear
Externí odkaz:
https://doaj.org/article/7a04ba216edd4e7a92699383d2fbf3ca
Ultimate bearing capacity of strip footing resting on rock mass using adaptive finite element method
Autor:
Sagar Jaiswal, Vinay Bhushan Chauhan
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 36, Iss 4, Pp 235-248 (2024)
An essential requirement during the design of structures is a rational assessment of the ultimate bearing capacity of the footing resting on rock mass (qu). The qu is influenced by several parameters, and the simultaneous consideration of all such fa
Externí odkaz:
https://doaj.org/article/b88edc7dca9147e5aab38e107049570a
Publikováno v:
Buildings, Vol 14, Iss 11, p 3651 (2024)
The majority of the existing calculation methods for determining the ultimate bearing capacity of steel-pipe piles using Chinese criteria are designed for piles with diameters smaller than 2 m. To investigate the bearing capacity of flexible steel-pi
Externí odkaz:
https://doaj.org/article/36791812b8cd4b85ae37dc019fdf1880
Publikováno v:
Tạp chí Khoa học và Công nghệ, Pp 28-33 (2023)
The study extensively investigated the ultimate bearing capacity (UBC) of an eccentrically loaded foundation under two scenarios (horizontal sandy soil and sandy soil slope), utilizing the Rigid Plastic Finite Element Method (RPFEM). To precisely sim
Externí odkaz:
https://doaj.org/article/0af9fb398f46432db87b2e5737453796
Publikováno v:
Zhongguo Jianchuan Yanjiu, Vol 18, Iss 6, Pp 143-149 (2023)
ObjectiveIn order to determine the strength of the special deck structure of a cruise ship, this study investigates the ultimate bearing capacity of an unconventional stepped deck used in the layout of the cruise theater.MethodsBased on the quasi-sta
Externí odkaz:
https://doaj.org/article/1c93fedbf17f430c84c6f824b864b8c3