Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles

Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a san...
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Autor*in:	Zeydi, H. [verfasserIn] Boushehrian, A. H. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	Skirted pile Bearing capacity Circular footing Soft clay soil Experimental study Numerical analysis

Übergeordnetes Werk:	Enthalten in: Iranian journal of science and technology - Shiraz : Shiraz University, 2001, 44(2019), 3 vom: 21. Juni, Seite 949-958
Übergeordnetes Werk:	volume:44 ; year:2019 ; number:3 ; day:21 ; month:06 ; pages:949-958

Links:	Volltext

DOI / URN:	10.1007/s40996-019-00284-w

Katalog-ID:	SPR040066444

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520			\|a Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations.
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author_variant	h z hz a h b ah ahb
matchkey_str	article:23641843:2019----::xeietlnnmrcltdobaigaaiyficlrotnsnaeesisi
hierarchy_sort_str	2019
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publishDate	2019
allfields	10.1007/s40996-019-00284-w doi (DE-627)SPR040066444 (SPR)s40996-019-00284-w-e DE-627 ger DE-627 rakwb eng 500 600 ASE 500 600 ASE 56.00 bkl Zeydi, H. verfasserin aut Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations. Skirted pile (dpeaa)DE-He213 Bearing capacity (dpeaa)DE-He213 Circular footing (dpeaa)DE-He213 Soft clay soil (dpeaa)DE-He213 Experimental study (dpeaa)DE-He213 Numerical analysis (dpeaa)DE-He213 Boushehrian, A. H. verfasserin aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 44(2019), 3 vom: 21. Juni, Seite 949-958 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:44 year:2019 number:3 day:21 month:06 pages:949-958 https://dx.doi.org/10.1007/s40996-019-00284-w 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_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.00 ASE AR 44 2019 3 21 06 949-958
spelling	10.1007/s40996-019-00284-w doi (DE-627)SPR040066444 (SPR)s40996-019-00284-w-e DE-627 ger DE-627 rakwb eng 500 600 ASE 500 600 ASE 56.00 bkl Zeydi, H. verfasserin aut Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations. Skirted pile (dpeaa)DE-He213 Bearing capacity (dpeaa)DE-He213 Circular footing (dpeaa)DE-He213 Soft clay soil (dpeaa)DE-He213 Experimental study (dpeaa)DE-He213 Numerical analysis (dpeaa)DE-He213 Boushehrian, A. H. verfasserin aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 44(2019), 3 vom: 21. Juni, Seite 949-958 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:44 year:2019 number:3 day:21 month:06 pages:949-958 https://dx.doi.org/10.1007/s40996-019-00284-w 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_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.00 ASE AR 44 2019 3 21 06 949-958
allfields_unstemmed	10.1007/s40996-019-00284-w doi (DE-627)SPR040066444 (SPR)s40996-019-00284-w-e DE-627 ger DE-627 rakwb eng 500 600 ASE 500 600 ASE 56.00 bkl Zeydi, H. verfasserin aut Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations. Skirted pile (dpeaa)DE-He213 Bearing capacity (dpeaa)DE-He213 Circular footing (dpeaa)DE-He213 Soft clay soil (dpeaa)DE-He213 Experimental study (dpeaa)DE-He213 Numerical analysis (dpeaa)DE-He213 Boushehrian, A. H. verfasserin aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 44(2019), 3 vom: 21. Juni, Seite 949-958 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:44 year:2019 number:3 day:21 month:06 pages:949-958 https://dx.doi.org/10.1007/s40996-019-00284-w 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_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.00 ASE AR 44 2019 3 21 06 949-958
allfieldsGer	10.1007/s40996-019-00284-w doi (DE-627)SPR040066444 (SPR)s40996-019-00284-w-e DE-627 ger DE-627 rakwb eng 500 600 ASE 500 600 ASE 56.00 bkl Zeydi, H. verfasserin aut Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations. Skirted pile (dpeaa)DE-He213 Bearing capacity (dpeaa)DE-He213 Circular footing (dpeaa)DE-He213 Soft clay soil (dpeaa)DE-He213 Experimental study (dpeaa)DE-He213 Numerical analysis (dpeaa)DE-He213 Boushehrian, A. H. verfasserin aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 44(2019), 3 vom: 21. Juni, Seite 949-958 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:44 year:2019 number:3 day:21 month:06 pages:949-958 https://dx.doi.org/10.1007/s40996-019-00284-w 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_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.00 ASE AR 44 2019 3 21 06 949-958
allfieldsSound	10.1007/s40996-019-00284-w doi (DE-627)SPR040066444 (SPR)s40996-019-00284-w-e DE-627 ger DE-627 rakwb eng 500 600 ASE 500 600 ASE 56.00 bkl Zeydi, H. verfasserin aut Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations. Skirted pile (dpeaa)DE-He213 Bearing capacity (dpeaa)DE-He213 Circular footing (dpeaa)DE-He213 Soft clay soil (dpeaa)DE-He213 Experimental study (dpeaa)DE-He213 Numerical analysis (dpeaa)DE-He213 Boushehrian, A. H. verfasserin aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 44(2019), 3 vom: 21. Juni, Seite 949-958 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:44 year:2019 number:3 day:21 month:06 pages:949-958 https://dx.doi.org/10.1007/s40996-019-00284-w 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_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 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_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_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_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_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.00 ASE AR 44 2019 3 21 06 949-958
language	English
source	Enthalten in Iranian journal of science and technology 44(2019), 3 vom: 21. Juni, Seite 949-958 volume:44 year:2019 number:3 day:21 month:06 pages:949-958
sourceStr	Enthalten in Iranian journal of science and technology 44(2019), 3 vom: 21. Juni, Seite 949-958 volume:44 year:2019 number:3 day:21 month:06 pages:949-958
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Skirted pile Bearing capacity Circular footing Soft clay soil Experimental study Numerical analysis
dewey-raw	500
isfreeaccess_bool	false
container_title	Iranian journal of science and technology
authorswithroles_txt_mv	Zeydi, H. @@aut@@ Boushehrian, A. H. @@aut@@
publishDateDaySort_date	2019-06-21T00:00:00Z
hierarchy_top_id	844238023
dewey-sort	3500
id	SPR040066444
language_de	englisch
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The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. 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author	Zeydi, H.
spellingShingle	Zeydi, H. ddc 500 bkl 56.00 misc Skirted pile misc Bearing capacity misc Circular footing misc Soft clay soil misc Experimental study misc Numerical analysis Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles
authorStr	Zeydi, H.
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topic_title	500 600 ASE 56.00 bkl Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles Skirted pile (dpeaa)DE-He213 Bearing capacity (dpeaa)DE-He213 Circular footing (dpeaa)DE-He213 Soft clay soil (dpeaa)DE-He213 Experimental study (dpeaa)DE-He213 Numerical analysis (dpeaa)DE-He213
topic	ddc 500 bkl 56.00 misc Skirted pile misc Bearing capacity misc Circular footing misc Soft clay soil misc Experimental study misc Numerical analysis
topic_unstemmed	ddc 500 bkl 56.00 misc Skirted pile misc Bearing capacity misc Circular footing misc Soft clay soil misc Experimental study misc Numerical analysis
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title	Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles
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title_full	Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles
author_sort	Zeydi, H.
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author-letter	Zeydi, H.
doi_str_mv	10.1007/s40996-019-00284-w
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title_sort	experimental and numerical study of bearing capacity of circular footings on layered soils with and without skirted sand piles
title_auth	Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles
abstract	Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations.
abstractGer	Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations.
abstract_unstemmed	Abstract The present paper investigates the behaviour of circular shallow footings on soft clay soils with skirted and non-skirted sand piles. The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. Therefore, the bearing capacity failure mechanism of a footing resting on soft clay can be modified from the punching failure to the general shear failure at the tip of the confined replaced sand column. Load–settlement diagrams and bearing capacity obtained by numerical results are in accordance with the results derived from experimental observations.
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title_short	Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles
url	https://dx.doi.org/10.1007/s40996-019-00284-w
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author2	Boushehrian, A. H.
author2Str	Boushehrian, A. H.
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doi_str	10.1007/s40996-019-00284-w
up_date	2024-07-03T13:34:44.511Z
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The main goal of this study is to evaluate the settlement and bearing capacity of a circular foundation, which is placed on a soft clay layer, based on a sandy soil layer. Different piles with varying length to clay layer thickness ratios ranging from 0.25 to 1 were modelled experimentally, as well as numerically, both with and without skirt. The effects of using a steel skirt and the length to clay layer thickness ratio of the piles, compared to the case in which the footing is placed on a pile without any skirt, and in the case of a shallow foundation without piles, were also investigated in this study. A model generated by finite element software was also used for numerical analysis. The results indicate that the use of skirted piles can affect the load–settlement curves and increase the bearing capacity. By increasing the ratio of pile length to clay thickness, the bearing capacity of the shallow foundation will be increased and the corresponding settlement will be decreased. 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Experimental and Numerical Study of Bearing Capacity of Circular Footings on Layered Soils With and Without Skirted Sand Piles

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