Zobrazeno 1 - 10
of 459
pro vyhledávání: '"soil stiffness"'
Publikováno v:
Slovak Journal of Civil Engineering, Vol 32, Iss 3, Pp 33-40 (2024)
A settlement analysis of a new high-rise building, the Nivy Tower, in Bratislava, Slovakia, is presented in this paper. A 3D finite element model was prepared. A non-linear elasto-plastic material model with double hardening and increased stiffness i
Externí odkaz:
https://doaj.org/article/246316d05ca8439597b41e1994a246e9
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 12, Pp 3256-3270 (2023)
In this study, a three-dimensional (3D) finite element modelling (FEM) analysis is carried out to investigate the effects of soil spatial variability on the response of retaining walls and an adjacent box culvert due to a braced excavation. The spati
Externí odkaz:
https://doaj.org/article/f93a411e5b8049c4806fb6ffc76c579d
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 73-88 (2023)
The non-linearity of the modulus in the zone of small deformations has become one of the three basic concepts of modern soil mechanics, together with “effective stresses” or “critical state”. It is therefore necessary to obtain suitable param
Externí odkaz:
https://doaj.org/article/acf22d2bc1df4ba5b3625a736e9d902f
Autor:
Katarzyna Lisewska, Marcin Cudny
Publikováno v:
Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 141-156 (2023)
In this paper, the problem of deformation induced by an open pit excavation in anisotropic stiff soils is analysed by FE modelling. The presented research is focused on the influence of material model with anisotropic stiffness on the accuracy of def
Externí odkaz:
https://doaj.org/article/f1fbdb45e0c94551b2d788251da99edf
Autor:
Nepelski Krzysztof
Publikováno v:
Architecture, Civil Engineering, Environment, Vol 16, Iss 3, Pp 101-110 (2023)
The characteristic feature of the geological structure in the Lublin Region is loess covers, which at the same time constitute the main subsoil for setting building structures. Geological structure is the basis for developing a geotechnical model of
Externí odkaz:
https://doaj.org/article/19232e42ea3e44e38b28efb49e2e8e4a
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:
Jurnal Teknik Sipil dan Perencanaan, Vol 25, Iss 1, Pp 8-14 (2023)
Expanded Polystyrene Beads (EPS Beads) have characteristics that are lightweight and low density. However, EPS is waste that does not pollute the soil, but has hundreds of years to decompose, thereby reducing the landfill area. Therefore, alternative
Externí odkaz:
https://doaj.org/article/f215f8c3e92b44a3964beab51249784a
Autor:
Adil A.M. Elhassan, Mohammed Mnzool, Hichem Smaoui, Abir Jendoubi, Bushra M.E. Elnaim, Maged Faihan Alotaibi
Publikováno v:
Alexandria Engineering Journal, Vol 63, Iss , Pp 475-485 (2023)
The impact of clay mineralogy on engineering properties relevant to road design, such as the strength and stiffness of road materials, has recently been the subject of intensive investigations, aiming at providing indirect measures of soil performanc
Externí odkaz:
https://doaj.org/article/4f08a17e455e4b23b36a705e7c89987f
Autor:
Erfan Syamsuddin, Sabrianto Aswad, Muhammad Alimuddin Hamzah Assegaf, Syamsurijal Rasimeng, Sakka Sakka, Syamsuddin Syamsuddin, Muhammad Nasri, Mufly Fadla Syihab
Publikováno v:
Positron, Vol 12, Iss 2, Pp 149-155 (2022)
The soil has a variety of qualities that affect its ability to support the weight of a structure. One of these features is soil stiffness, which can be determined using the surface wave method to prevent soil collapse. Multichannel Analysis of Surfac
Externí odkaz:
https://doaj.org/article/731571bba4c44bc5860d29cfa7a269da
Publikováno v:
Journal of Applied Sciences and Environmental Management, Vol 27, Iss 5 (2023)
Soil properties play a crucial role in understanding the mechanisms of erosion and consequently developing appropriate mitigation strategies. The aim of this study is to determine the elastic parameters of soil in an erosion-prone area using the Mult
Externí odkaz:
https://doaj.org/article/bbd3c97ad2404603a31ea4ed78066686