Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element

This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section v...
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Gespeichert in:

Autor*in:	Makki Russul O. [verfasserIn] Fakhraldin Mohammed K. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch ; Französisch

Erschienen:	2021

Schlagwörter:	tapered pile square pile circular pile open and close-ended piles finite element method

Übergeordnetes Werk:	In: E3S Web of Conferences - EDP Sciences, 2013, 318, p 01005(2021)
Übergeordnetes Werk:	volume:318, p 01005 ; year:2021

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1051/e3sconf/202131801005

Katalog-ID:	DOAJ012498580

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allfields	10.1051/e3sconf/202131801005 doi (DE-627)DOAJ012498580 (DE-599)DOAJ4b3847e8b56b4d249795531ab634dbd4 DE-627 ger DE-627 rakwb eng fre GE1-350 Makki Russul O. verfasserin aut Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile. tapered pile square pile circular pile open and close-ended piles finite element method Environmental sciences Fakhraldin Mohammed K. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 318, p 01005(2021) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:318, p 01005 year:2021 https://doi.org/10.1051/e3sconf/202131801005 kostenfrei https://doaj.org/article/4b3847e8b56b4d249795531ab634dbd4 kostenfrei https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01005.pdf kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 318, p 01005 2021
spelling	10.1051/e3sconf/202131801005 doi (DE-627)DOAJ012498580 (DE-599)DOAJ4b3847e8b56b4d249795531ab634dbd4 DE-627 ger DE-627 rakwb eng fre GE1-350 Makki Russul O. verfasserin aut Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile. tapered pile square pile circular pile open and close-ended piles finite element method Environmental sciences Fakhraldin Mohammed K. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 318, p 01005(2021) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:318, p 01005 year:2021 https://doi.org/10.1051/e3sconf/202131801005 kostenfrei https://doaj.org/article/4b3847e8b56b4d249795531ab634dbd4 kostenfrei https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01005.pdf kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 318, p 01005 2021
allfields_unstemmed	10.1051/e3sconf/202131801005 doi (DE-627)DOAJ012498580 (DE-599)DOAJ4b3847e8b56b4d249795531ab634dbd4 DE-627 ger DE-627 rakwb eng fre GE1-350 Makki Russul O. verfasserin aut Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile. tapered pile square pile circular pile open and close-ended piles finite element method Environmental sciences Fakhraldin Mohammed K. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 318, p 01005(2021) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:318, p 01005 year:2021 https://doi.org/10.1051/e3sconf/202131801005 kostenfrei https://doaj.org/article/4b3847e8b56b4d249795531ab634dbd4 kostenfrei https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01005.pdf kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 318, p 01005 2021
allfieldsGer	10.1051/e3sconf/202131801005 doi (DE-627)DOAJ012498580 (DE-599)DOAJ4b3847e8b56b4d249795531ab634dbd4 DE-627 ger DE-627 rakwb eng fre GE1-350 Makki Russul O. verfasserin aut Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile. tapered pile square pile circular pile open and close-ended piles finite element method Environmental sciences Fakhraldin Mohammed K. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 318, p 01005(2021) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:318, p 01005 year:2021 https://doi.org/10.1051/e3sconf/202131801005 kostenfrei https://doaj.org/article/4b3847e8b56b4d249795531ab634dbd4 kostenfrei https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01005.pdf kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 318, p 01005 2021
allfieldsSound	10.1051/e3sconf/202131801005 doi (DE-627)DOAJ012498580 (DE-599)DOAJ4b3847e8b56b4d249795531ab634dbd4 DE-627 ger DE-627 rakwb eng fre GE1-350 Makki Russul O. verfasserin aut Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile. tapered pile square pile circular pile open and close-ended piles finite element method Environmental sciences Fakhraldin Mohammed K. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 318, p 01005(2021) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:318, p 01005 year:2021 https://doi.org/10.1051/e3sconf/202131801005 kostenfrei https://doaj.org/article/4b3847e8b56b4d249795531ab634dbd4 kostenfrei https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01005.pdf kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 318, p 01005 2021
language	English French
source	In E3S Web of Conferences 318, p 01005(2021) volume:318, p 01005 year:2021
sourceStr	In E3S Web of Conferences 318, p 01005(2021) volume:318, p 01005 year:2021
format_phy_str_mv	Article
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topic_facet	tapered pile square pile circular pile open and close-ended piles finite element method Environmental sciences
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authorswithroles_txt_mv	Makki Russul O. @@aut@@ Fakhraldin Mohammed K. @@aut@@
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callnumber-first	G - Geography, Anthropology, Recreation
author	Makki Russul O.
spellingShingle	Makki Russul O. misc GE1-350 misc tapered pile misc square pile misc circular pile misc open and close-ended piles misc finite element method misc Environmental sciences Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element
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topic_title	GE1-350 Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element tapered pile square pile circular pile open and close-ended piles finite element method
topic	misc GE1-350 misc tapered pile misc square pile misc circular pile misc open and close-ended piles misc finite element method misc Environmental sciences
topic_unstemmed	misc GE1-350 misc tapered pile misc square pile misc circular pile misc open and close-ended piles misc finite element method misc Environmental sciences
topic_browse	misc GE1-350 misc tapered pile misc square pile misc circular pile misc open and close-ended piles misc finite element method misc Environmental sciences
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title	Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element
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title_full	Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element
author_sort	Makki Russul O.
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author_browse	Makki Russul O. Fakhraldin Mohammed K.
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title_sort	modeling and analysis variable cross section pile driven in sandy soil using finite element
callnumber	GE1-350
title_auth	Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element
abstract	This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile.
abstractGer	This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile.
abstract_unstemmed	This study focuses on the finite element simulation of piles with different models in sandy soils using the software PLAXIS 3D V20. The parametric study has conducted to investigate the influence of multiple parameters on the axial capacity of steel piles in sandy soil, including the cross-section variables in two cases: open and close-ended piles. The typical circular and square cross-section open and close-ended piles were selected as the reference for comparison with variables cross-section piles. The open-ended tapered pile 3b showed an increase in the maximum load capacity about 210% more than the open-ended circular section, while the close-ended tapered pile 3b showed an increase of about 176% in the axial load capacity more than the solid close-ended circular section. In terms of the effect of pile’s type, all of the close-ended sections outperformed the open-ended sections, with the circular section showing a 146% increase in its close-ended section, while the tapered 3b section showed the lowest difference between the close-ended and the open-ended sections with just 120% increase. These results showed that the tapering pile is much more efficient than any straight-sided pile or even circular pile. The results also showed that a short open-ended pile's capacity is smaller than the corresponding closed-ended pile.
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title_short	Modeling and Analysis Variable Cross Section Pile Driven in Sandy Soil using Finite Element
url	https://doi.org/10.1051/e3sconf/202131801005 https://doaj.org/article/4b3847e8b56b4d249795531ab634dbd4 https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_01005.pdf https://doaj.org/toc/2267-1242
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up_date	2024-07-04T01:16:44.459Z
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