Zobrazeno 1 - 10
of 746
pro vyhledávání: '"Strip footing"'
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:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 7, Pp 1859-1871 (2023)
In this paper, the application of Abaqus-based particle finite element method (PFEM) is extended from static to dynamic large deformation. The PFEM is based on periodic mesh regeneration with Delaunay triangulation to avoid mesh distortion. Additiona
Externí odkaz:
https://doaj.org/article/86c16e91880344f887ac2b7b57e968a2
Autor:
Mohammad Javad Shabani, Ali Ghanbari
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 11, Iss 2, Pp 33-42 (2023)
Based on field studies, the topographic slope effects worsen the structural damage in an earthquake. It is very vital to determine the amount of foundation settlement adjacent to the slope. In this study, a new analytical model is proposed to determi
Externí odkaz:
https://doaj.org/article/e0f24ee78ce647708bdd318528cf58d3
Publikováno v:
Ain Shams Engineering Journal, Vol 14, Iss 11, Pp 102522- (2023)
A parametric study is conducted using the finite element method to investigate the bearing capacity and the associated failure mechanisms of strip footings on top of slope with cohesionless soil. The developed and validated numerical model was used t
Externí odkaz:
https://doaj.org/article/6538ff0bd76344ad89653844a34f927c
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 3 (2023)
Due to the increasing necessity of building on soils with insufficient bearing capacity, the development of methods for soil improvement is an important geotechnical engineering issue. One of the innovative methods of soil stabilisation is the use of
Externí odkaz:
https://doaj.org/article/3be6a97cec7b4469ac79c13580b2c522
Publikováno v:
Rock and Soil Mechanics, Vol 43, Iss 9, Pp 2550-2567 (2022)
The use of high-quality materials and the strengthening of soil layers, especially in areas with poor bedding, are among the most important factors in stabilizing and achieving the useful life of building structure. An experimental study on a strip f
Externí odkaz:
https://doaj.org/article/e8023c3474ab413587819ccda3377227
Publikováno v:
Soils and Foundations, Vol 63, Iss 3, Pp 101325- (2023)
Most of the contemporary ultimate bearing capacity (UBC) formulas assume a linear yield function in shear stress-normal stress space. However, experimental investigations have corroborated the non-linearity in the failure envelopes of sandy soils. Th
Externí odkaz:
https://doaj.org/article/65f1f134d9184ba1bd27a69591bb805e
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