Bearing capacity of folded plate foundations in clay soil

The design of a foundation is inseparable from the type and strength of the soil, for example, soft or medium clay soils have poor properties for structures due to their low bearing capacity. Therefore, it is necessary to modify the model of a foundation to increase its bearing capacity and one of t...

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Autores principales:	Idris Yakni, Dewi Ratna, Sutejo Yulindasari, Al Munawar Said Agil
Formato:	article
Lenguaje:	EN
Publicado:	Institut za istrazivanja i projektovanja u privredi 2021
Materias:	modified flat foundation clay shell foundation settlement factor Technology T Engineering (General). Civil engineering (General) TA1-2040
Acceso en línea:	https://doaj.org/article/4b2a774afe3f414d8be844f6ea663915
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spelling	oai:doaj.org-article:4b2a774afe3f414d8be844f6ea6639152021-12-05T21:23:13ZBearing capacity of folded plate foundations in clay soil1451-41171821-319710.5937/jaes0-30475https://doaj.org/article/4b2a774afe3f414d8be844f6ea6639152021-01-01T00:00:00Zhttps://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2021/1451-41172103681I.pdfhttps://doaj.org/toc/1451-4117https://doaj.org/toc/1821-3197The design of a foundation is inseparable from the type and strength of the soil, for example, soft or medium clay soils have poor properties for structures due to their low bearing capacity. Therefore, it is necessary to modify the model of a foundation to increase its bearing capacity and one of the popular methods is the application of folded plate on a flat foundation with angles and flange lengths on both sides. Therefore, this research presented its application at different flange lengths of 0.5B, 0.75B, 1B, 1.25B, and 1.5B where B is the width of the flat plate and the results showed the bearing capacity of the folded plate was higher than the flat foundation. Moreover, an increment in the folded length led to a bigger ultimate load and smaller settlement but the ultimate load and settlement were observed to be almost constant at over 1B. This means the optimum variation where the flange length is equal to the foundation width is 1B and it was observed to have increased by 129.52 % using the Tangent Method and 148.4 7% with Butler Hoy Method. Meanwhile, the lowest settlement factor for the folded plate foundation was 0.22 with the highest bearing capacity of 61.19 kN/m2.Idris YakniDewi RatnaSutejo YulindasariAl Munawar Said AgilInstitut za istrazivanja i projektovanja u privrediarticlemodified flat foundationclayshell foundationsettlement factorTechnologyTEngineering (General). Civil engineering (General)TA1-2040ENIstrazivanja i projektovanja za privredu, Vol 19, Iss 3, Pp 681-687 (2021)
institution	DOAJ
collection	DOAJ
language	EN
topic	modified flat foundation clay shell foundation settlement factor Technology T Engineering (General). Civil engineering (General) TA1-2040
spellingShingle	modified flat foundation clay shell foundation settlement factor Technology T Engineering (General). Civil engineering (General) TA1-2040 Idris Yakni Dewi Ratna Sutejo Yulindasari Al Munawar Said Agil Bearing capacity of folded plate foundations in clay soil
description	The design of a foundation is inseparable from the type and strength of the soil, for example, soft or medium clay soils have poor properties for structures due to their low bearing capacity. Therefore, it is necessary to modify the model of a foundation to increase its bearing capacity and one of the popular methods is the application of folded plate on a flat foundation with angles and flange lengths on both sides. Therefore, this research presented its application at different flange lengths of 0.5B, 0.75B, 1B, 1.25B, and 1.5B where B is the width of the flat plate and the results showed the bearing capacity of the folded plate was higher than the flat foundation. Moreover, an increment in the folded length led to a bigger ultimate load and smaller settlement but the ultimate load and settlement were observed to be almost constant at over 1B. This means the optimum variation where the flange length is equal to the foundation width is 1B and it was observed to have increased by 129.52 % using the Tangent Method and 148.4 7% with Butler Hoy Method. Meanwhile, the lowest settlement factor for the folded plate foundation was 0.22 with the highest bearing capacity of 61.19 kN/m2.
format	article
author	Idris Yakni Dewi Ratna Sutejo Yulindasari Al Munawar Said Agil
author_facet	Idris Yakni Dewi Ratna Sutejo Yulindasari Al Munawar Said Agil
author_sort	Idris Yakni
title	Bearing capacity of folded plate foundations in clay soil
title_short	Bearing capacity of folded plate foundations in clay soil
title_full	Bearing capacity of folded plate foundations in clay soil
title_fullStr	Bearing capacity of folded plate foundations in clay soil
title_full_unstemmed	Bearing capacity of folded plate foundations in clay soil
title_sort	bearing capacity of folded plate foundations in clay soil
publisher	Institut za istrazivanja i projektovanja u privredi
publishDate	2021
url	https://doaj.org/article/4b2a774afe3f414d8be844f6ea663915
work_keys_str_mv	AT idrisyakni bearingcapacityoffoldedplatefoundationsinclaysoil AT dewiratna bearingcapacityoffoldedplatefoundationsinclaysoil AT sutejoyulindasari bearingcapacityoffoldedplatefoundationsinclaysoil AT almunawarsaidagil bearingcapacityoffoldedplatefoundationsinclaysoil
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Bearing capacity of folded plate foundations in clay soil

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