Zobrazeno 1 - 10
of 115
pro vyhledávání: '"bearing capacity ratio"'
Publikováno v:
Engineering and Technology Journal, Vol 42, Iss 5, Pp 472-484 (2023)
Soft clayey soils present geotechnical engineering challenges with significant stability and settlement. Various methods are employed to enhance the geotechnical properties of these soils. Heating and grouting are the methods used to improve such soi
Externí odkaz:
https://doaj.org/article/714f1c1bab124dbfb37027b8f8101400
Autor:
Ameen M. Jasim, Mahmood D. Ahmed
Publikováno v:
Journal of Engineering, Vol 30, Iss 02 (2024)
Organic soil is problematic soils in geotechnical engineering due to its properties, as it is characterized by high compressibility and low bearing capacity. Therefore, several geotechnical techniques tried to stabilize and improve this soil type. In
Externí odkaz:
https://doaj.org/article/22fe83005b1a4346b43e9f41bfd550b0
Publikováno v:
International Journal of Mining and Geo-Engineering, Vol 57, Iss 1, Pp 65-71 (2023)
A series of plate load tests were performed on a model T-shaped skirted footing by varying the normalized skirt depth and relative density of sand from 0.25 to 1.5 and 30 % to 60 %, respectively. The findings revealed that, regardless of the roughnes
Externí odkaz:
https://doaj.org/article/1f8c86e798364c5e8159b3a8449e78bd
Autor:
Abhishek Sharma, Kanwarpreet Singh
Publikováno v:
Journal of Natural Fibers, Vol 19, Iss 9, Pp 3394-3407 (2022)
The waste materials are of great concern to all over the world due to their disposal problems. The generation of a huge amount of pond ash from thermal power plants poses its disposal problem and is not environmentally friendly. To attenuate such pro
Externí odkaz:
https://doaj.org/article/7ab876eb38f444c887eaae6454d51069
Autor:
Haider Mohammed Mekkiyah
Publikováno v:
Journal of Engineering, Vol 19, Iss 07 (2023)
The change in project cost, or cost growth, occurs from many factors, some of which are related to soil problem conditions that may occurs during construction and/or during site investigation period. This paper described a new soil improvement method
Externí odkaz:
https://doaj.org/article/681dcd06ff8a4ae6977ddfa0e987708c
Autor:
Bilge Aksu Alcan, Semet Çelik
Publikováno v:
Applied Sciences, Vol 13, Iss 17, p 9769 (2023)
The aim of this study is to investigate the bearing capacity-settlement behavior of strip footing settling on sand soil randomly reinforced with glass fiber, basalt fiber, macromesh fiber, and four different hybrid fiber additives in which these fibe
Externí odkaz:
https://doaj.org/article/f81746e150f44627be534ce6c9c854e8
Publikováno v:
Ingeniería e Investigación, Vol 40, Iss 3, Pp 9-21 (2020)
This paper presents the application of artificial neural networks (ANN) and multivariable regression analysis (MRA) to predict the bearing capacity and the settlement of multi-edge skirted footings on sand. Respectively, these parameters are defined
Externí odkaz:
https://doaj.org/article/ef016a526609473289d7620ffa1e7517
Akademický článek
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Autor:
Elif ÇİÇEK, Volkan BUYUKAKIN
Publikováno v:
Journal of Polytechnic
Politeknik Dergisi
Politeknik Dergisi
In this study, California Bearing Ratio (CBR) tests in a laboratory were performed to observe the behaviour of granular layer fills reinforced with discrete fibers. Six different fiber types were used in granular road layer by using different methods
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7b73846fda8ee628f17c0a066c8e299d
https://doi.org/10.2339/politeknik.953967
https://doi.org/10.2339/politeknik.953967
Akademický článek
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