Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach
Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Jha, J. N. [verfasserIn] Choudhary, A. K. [verfasserIn] Gill, K. S. [verfasserIn] Shukla, S. K. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2013 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Indian geotechnical journal - New York, NY : Springer, 2012, 43(2013), 4 vom: 01. Mai, Seite 354-366 |
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| Übergeordnetes Werk: |
volume:43 ; year:2013 ; number:4 ; day:01 ; month:05 ; pages:354-366 |
| Links: |
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| DOI / URN: |
10.1007/s40098-013-0059-1 |
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| Katalog-ID: |
SPR032847599 |
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| 100 | 1 | |a Jha, J. N. |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach |
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| 520 | |a Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). | ||
| 650 | 4 | |a Bearing capacity ratio |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Fly ash |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Footing |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Geogrid index |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Theoretical load bearing capacity |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Choudhary, A. K. |e verfasserin |4 aut | |
| 700 | 1 | |a Gill, K. S. |e verfasserin |4 aut | |
| 700 | 1 | |a Shukla, S. K. |e verfasserin |4 aut | |
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10.1007/s40098-013-0059-1 doi (DE-627)SPR032847599 (SPR)s40098-013-0059-1-e DE-627 ger DE-627 rakwb eng Jha, J. N. verfasserin aut Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). Bearing capacity ratio (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Footing (dpeaa)DE-He213 Geogrid index (dpeaa)DE-He213 Theoretical load bearing capacity (dpeaa)DE-He213 Choudhary, A. K. verfasserin aut Gill, K. S. verfasserin aut Shukla, S. K. verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 01. Mai, Seite 354-366 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:01 month:05 pages:354-366 https://dx.doi.org/10.1007/s40098-013-0059-1 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_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_2018 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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 AR 43 2013 4 01 05 354-366 |
| spelling |
10.1007/s40098-013-0059-1 doi (DE-627)SPR032847599 (SPR)s40098-013-0059-1-e DE-627 ger DE-627 rakwb eng Jha, J. N. verfasserin aut Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). Bearing capacity ratio (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Footing (dpeaa)DE-He213 Geogrid index (dpeaa)DE-He213 Theoretical load bearing capacity (dpeaa)DE-He213 Choudhary, A. K. verfasserin aut Gill, K. S. verfasserin aut Shukla, S. K. verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 01. Mai, Seite 354-366 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:01 month:05 pages:354-366 https://dx.doi.org/10.1007/s40098-013-0059-1 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_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_2018 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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 AR 43 2013 4 01 05 354-366 |
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10.1007/s40098-013-0059-1 doi (DE-627)SPR032847599 (SPR)s40098-013-0059-1-e DE-627 ger DE-627 rakwb eng Jha, J. N. verfasserin aut Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). Bearing capacity ratio (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Footing (dpeaa)DE-He213 Geogrid index (dpeaa)DE-He213 Theoretical load bearing capacity (dpeaa)DE-He213 Choudhary, A. K. verfasserin aut Gill, K. S. verfasserin aut Shukla, S. K. verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 01. Mai, Seite 354-366 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:01 month:05 pages:354-366 https://dx.doi.org/10.1007/s40098-013-0059-1 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_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_2018 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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 AR 43 2013 4 01 05 354-366 |
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10.1007/s40098-013-0059-1 doi (DE-627)SPR032847599 (SPR)s40098-013-0059-1-e DE-627 ger DE-627 rakwb eng Jha, J. N. verfasserin aut Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). Bearing capacity ratio (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Footing (dpeaa)DE-He213 Geogrid index (dpeaa)DE-He213 Theoretical load bearing capacity (dpeaa)DE-He213 Choudhary, A. K. verfasserin aut Gill, K. S. verfasserin aut Shukla, S. K. verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 01. Mai, Seite 354-366 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:01 month:05 pages:354-366 https://dx.doi.org/10.1007/s40098-013-0059-1 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_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_2018 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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 AR 43 2013 4 01 05 354-366 |
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10.1007/s40098-013-0059-1 doi (DE-627)SPR032847599 (SPR)s40098-013-0059-1-e DE-627 ger DE-627 rakwb eng Jha, J. N. verfasserin aut Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). Bearing capacity ratio (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Footing (dpeaa)DE-He213 Geogrid index (dpeaa)DE-He213 Theoretical load bearing capacity (dpeaa)DE-He213 Choudhary, A. K. verfasserin aut Gill, K. S. verfasserin aut Shukla, S. K. verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 01. Mai, Seite 354-366 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:01 month:05 pages:354-366 https://dx.doi.org/10.1007/s40098-013-0059-1 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_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_2018 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_2070 GBV_ILN_2086 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_2116 GBV_ILN_2118 GBV_ILN_2119 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_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 AR 43 2013 4 01 05 354-366 |
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Jha, J. N. |
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Jha, J. N. misc Bearing capacity ratio misc Fly ash misc Footing misc Geogrid index misc Theoretical load bearing capacity Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach |
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Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach Bearing capacity ratio (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Footing (dpeaa)DE-He213 Geogrid index (dpeaa)DE-He213 Theoretical load bearing capacity (dpeaa)DE-He213 |
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bearing capacity of a strip footing resting on reinforced fly ash slope: an analytical approach |
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Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach |
| abstract |
Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). |
| abstractGer |
Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). |
| abstract_unstemmed |
Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B). |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">SPR032847599</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20201125163252.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">201007s2013 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s40098-013-0059-1</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR032847599</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s40098-013-0059-1-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">Jha, J. N.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Bearing Capacity of a Strip Footing Resting on Reinforced Fly Ash Slope: An Analytical Approach</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2013</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="520" ind1=" " ind2=" "><subfield code="a">Abstract This paper presents an analytical approach to determine the ultimate load-bearing capacity of a footing subjected to a vertical load and resting on the top of a fly ash slope without or with single or multi-layers geogrid reinforcement. The load-bearing capacity values obtained by using the proposed analytical approach were compared with those obtained from experimental and numerical approaches reported recently in the literature. After validation of the analytical values of the load bearing capacity, an empirical formula based on a regression analysis was developed between the bearing capacity ratio and geogrid index (α), which physically signifies the mobilized strength of geogrid reinforcement under a given footing load and is a function of the number of reinforcement layers (N) and the embedment ratio (z/B).</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Bearing capacity ratio</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Fly ash</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Footing</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geogrid index</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Theoretical load bearing capacity</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Choudhary, A. 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Mai, Seite 354-366</subfield><subfield code="w">(DE-627)739212354</subfield><subfield code="w">(DE-600)2707502-3</subfield><subfield code="x">2277-3347</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:43</subfield><subfield code="g">year:2013</subfield><subfield code="g">number:4</subfield><subfield code="g">day:01</subfield><subfield code="g">month:05</subfield><subfield code="g">pages:354-366</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s40098-013-0059-1</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" 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