Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques

Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In or...
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Autor*in:	Sakr, Mohamed A. [verfasserIn] Azzam, Waseim R. Kassim, Hatem K.

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Cross-section geometries Single pile Pile installation and sand relative density

Anmerkung:	© Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Übergeordnetes Werk:	Enthalten in: Innovative infrastructure solutions - Cham, Switzerland : Springer International Publishing, 2016, 8(2023), 6 vom: 11. Mai
Übergeordnetes Werk:	volume:8 ; year:2023 ; number:6 ; day:11 ; month:05

Links:	Volltext

DOI / URN:	10.1007/s41062-023-01134-5

Katalog-ID:	SPR051856255

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520			\|a Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity.
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allfields	10.1007/s41062-023-01134-5 doi (DE-627)SPR051856255 (SPR)s41062-023-01134-5-e DE-627 ger DE-627 rakwb eng Sakr, Mohamed A. verfasserin aut Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. Cross-section geometries (dpeaa)DE-He213 Single pile (dpeaa)DE-He213 Pile installation and sand relative density (dpeaa)DE-He213 Azzam, Waseim R. (orcid)0000-0002-1789-2231 aut Kassim, Hatem K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 8(2023), 6 vom: 11. Mai (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:8 year:2023 number:6 day:11 month:05 https://dx.doi.org/10.1007/s41062-023-01134-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 6 11 05
spelling	10.1007/s41062-023-01134-5 doi (DE-627)SPR051856255 (SPR)s41062-023-01134-5-e DE-627 ger DE-627 rakwb eng Sakr, Mohamed A. verfasserin aut Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. Cross-section geometries (dpeaa)DE-He213 Single pile (dpeaa)DE-He213 Pile installation and sand relative density (dpeaa)DE-He213 Azzam, Waseim R. (orcid)0000-0002-1789-2231 aut Kassim, Hatem K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 8(2023), 6 vom: 11. Mai (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:8 year:2023 number:6 day:11 month:05 https://dx.doi.org/10.1007/s41062-023-01134-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 6 11 05
allfields_unstemmed	10.1007/s41062-023-01134-5 doi (DE-627)SPR051856255 (SPR)s41062-023-01134-5-e DE-627 ger DE-627 rakwb eng Sakr, Mohamed A. verfasserin aut Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. Cross-section geometries (dpeaa)DE-He213 Single pile (dpeaa)DE-He213 Pile installation and sand relative density (dpeaa)DE-He213 Azzam, Waseim R. (orcid)0000-0002-1789-2231 aut Kassim, Hatem K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 8(2023), 6 vom: 11. Mai (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:8 year:2023 number:6 day:11 month:05 https://dx.doi.org/10.1007/s41062-023-01134-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 6 11 05
allfieldsGer	10.1007/s41062-023-01134-5 doi (DE-627)SPR051856255 (SPR)s41062-023-01134-5-e DE-627 ger DE-627 rakwb eng Sakr, Mohamed A. verfasserin aut Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. Cross-section geometries (dpeaa)DE-He213 Single pile (dpeaa)DE-He213 Pile installation and sand relative density (dpeaa)DE-He213 Azzam, Waseim R. (orcid)0000-0002-1789-2231 aut Kassim, Hatem K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 8(2023), 6 vom: 11. Mai (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:8 year:2023 number:6 day:11 month:05 https://dx.doi.org/10.1007/s41062-023-01134-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 6 11 05
allfieldsSound	10.1007/s41062-023-01134-5 doi (DE-627)SPR051856255 (SPR)s41062-023-01134-5-e DE-627 ger DE-627 rakwb eng Sakr, Mohamed A. verfasserin aut Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. Cross-section geometries (dpeaa)DE-He213 Single pile (dpeaa)DE-He213 Pile installation and sand relative density (dpeaa)DE-He213 Azzam, Waseim R. (orcid)0000-0002-1789-2231 aut Kassim, Hatem K. aut Enthalten in Innovative infrastructure solutions Cham, Switzerland : Springer International Publishing, 2016 8(2023), 6 vom: 11. Mai (DE-627)84438626X (DE-600)2843079-7 2364-4184 nnns volume:8 year:2023 number:6 day:11 month:05 https://dx.doi.org/10.1007/s41062-023-01134-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 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_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 8 2023 6 11 05
language	English
source	Enthalten in Innovative infrastructure solutions 8(2023), 6 vom: 11. Mai volume:8 year:2023 number:6 day:11 month:05
sourceStr	Enthalten in Innovative infrastructure solutions 8(2023), 6 vom: 11. Mai volume:8 year:2023 number:6 day:11 month:05
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Cross-section geometries Single pile Pile installation and sand relative density
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container_title	Innovative infrastructure solutions
authorswithroles_txt_mv	Sakr, Mohamed A. @@aut@@ Azzam, Waseim R. @@aut@@ Kassim, Hatem K. @@aut@@
publishDateDaySort_date	2023-05-11T00:00:00Z
hierarchy_top_id	84438626X
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author	Sakr, Mohamed A.
spellingShingle	Sakr, Mohamed A. misc Cross-section geometries misc Single pile misc Pile installation and sand relative density Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques
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topic_title	Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques Cross-section geometries (dpeaa)DE-He213 Single pile (dpeaa)DE-He213 Pile installation and sand relative density (dpeaa)DE-He213
topic	misc Cross-section geometries misc Single pile misc Pile installation and sand relative density
topic_unstemmed	misc Cross-section geometries misc Single pile misc Pile installation and sand relative density
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title	Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques
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title_full	Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques
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author_browse	Sakr, Mohamed A. Azzam, Waseim R. Kassim, Hatem K.
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title_sort	geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques
title_auth	Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques
abstract	Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstractGer	Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstract_unstemmed	Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity. © Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
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title_short	Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques
url	https://dx.doi.org/10.1007/s41062-023-01134-5
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author2	Azzam, Waseim R. Kassim, Hatem K.
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up_date	2024-07-04T00:06:55.612Z
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fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR051856255</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230726102457.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230610s2023 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s41062-023-01134-5</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR051856255</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s41062-023-01134-5-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Sakr, Mohamed A.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Due to limited investigations that studied the influence of the cross-section geometry on the compression pile resistance, the series of experiments presented in this paper aims to investigate the geotechnical behavior of a single pile in sand with varied the cross-section geometries. In order to achieve this purpose, testing program comprising sex model steel piles with varied cross-section geometries of 20 mm width/diameter was conducted using two construction techniques. The tests are performed on piles with L/D ratios of 10 and 30 installed in the three cases of sand relative density as medium dense and dense sand. Results indicated that pile cross-section geometry has a significant influence on the compressive capacity. Also, for piles having the same diameter, the closed-ended pipe piles have more resistance comparing with the open-ended and conical base pipe piles at all series conditions, while for non-displacement piles with the same width, the square closed-ended pile is a highly effective compared with the square open-ended and tapered piles. Moreover, for jacked piles with L/D of 10 and 30, the compressive capacities of tapered piles with L/D of 10 and 30 in medium dense sand were found to be increased by (9% and 15%) and (15% and 38%) comparing with that of square closed-ended and square open-ended piles, respectively. Furthermore, the results also indicated that the conical base with sixty-degree configuration is the preferred end closure for open-ended pipe piles to provide high performance in the installation process and to achieve load capacity.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Cross-section geometries</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Single pile</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pile installation and sand relative density</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Azzam, Waseim R.</subfield><subfield code="0">(orcid)0000-0002-1789-2231</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kassim, Hatem K.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Innovative infrastructure solutions</subfield><subfield code="d">Cham, Switzerland : Springer International Publishing, 2016</subfield><subfield code="g">8(2023), 6 vom: 11. 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Geotechnical behavior of a single pile in sand with varied cross-section geometries and construction techniques

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