Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Bushra Suhale Albusoda"'
Publikováno v:
Journal of Engineering, Vol 30, Iss 11 (2024)
One category of challenging soils is collapsible soils, which show a significant quantity of strength when dried but undergo a sufficient solidity reduction while soaking, leading to illegal settlement. One of the most collapsing soils is gypseous so
Externí odkaz:
https://doaj.org/article/cf51288d59ea4656808dda8988c81aca
Publikováno v:
Journal of Engineering, Vol 30, Iss 10 (2024)
Semi-deep foundations are a viable option when the soil under the foundation is loose and extended to a significant depth, also, when traditional methods of improvement are not feasible applying piles would not be a practical choice due to their high
Externí odkaz:
https://doaj.org/article/65e28e4e9daf4fb3b1bf763bddf0f748
Publikováno v:
Journal of Engineering, Vol 30, Iss 04 (2024)
This review provides a detailed look at the current knowledge and approaches related to Dynamic Soil-Structure Interaction (DSSI) in machine foundation design, focusing on its substantial impact on seismic response and structural stability. The signi
Externí odkaz:
https://doaj.org/article/78a8d15ff4d64f87ba30a0a41969fb84
Autor:
abeer mohsen, Bushra Suhale Albusoda
Publikováno v:
Journal of Engineering, Vol 28, Iss 5 (2022)
Collapsible soil has a metastable structure that experiences a large reduction in volume or collapse when wetting. The characteristics of collapsible soil contribute to different problems for infrastructures constructed on its such as cracks and exce
Externí odkaz:
https://doaj.org/article/b6984dd0e0154dac876bfdd2489e31ed
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 24, Iss 02, Pp 80-95 (2020)
In this study a series of shaking table tests were carried out to investigate the effect of tunnel model depth and direction of ground acceleration on the horizontal acceleration of tunnel model and soil beside it, ground surface settlement, and the
Externí odkaz:
https://doaj.org/article/2b90914f1c0844718a772ba0afb780a3
Publikováno v:
Journal of Engineering, Vol 26, Iss 9 (2020)
A high settlement may take place in shallow footing when resting on liquefiable soil if subjected to earthquake loading. In this study, a series of shaking table tests were carried out for shallow footing resting on sand soil. The input motion is thr
Externí odkaz:
https://doaj.org/article/0d8d04f169824616b11cc1b3a4d7f988
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:631-638
This study includes adding chemicals to gypseous soil to improve its collapse characteristics. The collapse behavior of gypseous soil brought from the north of Iraq (Salah El-Deen governorate) with a gypsum content of 59% was investigated using five
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df440cd832429ee2facdea94a7b7f545
https://doi.org/10.1515/jmbm-2022-0065
https://doi.org/10.1515/jmbm-2022-0065
Publikováno v:
Journal of the Mechanical Behavior of Materials. 31:546-553
Gypseous soils are considered one of the most problematic soils. The skirted foundation is an alternative technology that works to improve the bearing capacity and reduce settlement. This paper investigates the use of square skirted foundations resti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::947edf0c290bacbe12578a9ae3e853e3
https://doi.org/10.1515/jmbm-2022-0057
https://doi.org/10.1515/jmbm-2022-0057
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1105:012110
Deep mixing method, the ideal choice that can be used to treat problems arising from the presence of soft clay soil as a basis for constructing a specific structure. Soft clay soil covers large areas in some countries around the world, making it diff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7df1e51c0eb90d60462a52ab7c40d6d
https://doi.org/10.1088/1757-899x/1105/1/012110
https://doi.org/10.1088/1757-899x/1105/1/012110
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 1105:012086
This manuscript presents a literature review of research undertaken on the bearing various parameters and conditions particularly loading types, size of footings, type of soil, bearing capacity factors Nγ, Nq and Nc, in addition to soil reinforcemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8909ee10fc44623765b9a93d45bf2585
https://doi.org/10.1088/1757-899x/1105/1/012086
https://doi.org/10.1088/1757-899x/1105/1/012086