A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors
Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-t...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Alimohammadi, Hossein [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s), under exclusive licence to Indian Geotechnical Society 2022 |
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| Übergeordnetes Werk: |
Enthalten in: Indian geotechnical journal - New York, NY : Springer, 2012, 52(2022), 4 vom: 09. Apr., Seite 959-968 |
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| Übergeordnetes Werk: |
volume:52 ; year:2022 ; number:4 ; day:09 ; month:04 ; pages:959-968 |
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| DOI / URN: |
10.1007/s40098-022-00613-3 |
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| Katalog-ID: |
SPR047614781 |
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| 520 | |a Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. | ||
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10.1007/s40098-022-00613-3 doi (DE-627)SPR047614781 (SPR)s40098-022-00613-3-e DE-627 ger DE-627 rakwb eng Alimohammadi, Hossein verfasserin (orcid)0000-0001-7522-2239 aut A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. Pile Load Testing (PLT) (dpeaa)DE-He213 Soil properties (dpeaa)DE-He213 Field and Laboratory tests (dpeaa)DE-He213 Driven piles (dpeaa)DE-He213 Tahat, Jamal N. aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 52(2022), 4 vom: 09. Apr., Seite 959-968 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:52 year:2022 number:4 day:09 month:04 pages:959-968 https://dx.doi.org/10.1007/s40098-022-00613-3 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_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_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_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 52 2022 4 09 04 959-968 |
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10.1007/s40098-022-00613-3 doi (DE-627)SPR047614781 (SPR)s40098-022-00613-3-e DE-627 ger DE-627 rakwb eng Alimohammadi, Hossein verfasserin (orcid)0000-0001-7522-2239 aut A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. Pile Load Testing (PLT) (dpeaa)DE-He213 Soil properties (dpeaa)DE-He213 Field and Laboratory tests (dpeaa)DE-He213 Driven piles (dpeaa)DE-He213 Tahat, Jamal N. aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 52(2022), 4 vom: 09. Apr., Seite 959-968 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:52 year:2022 number:4 day:09 month:04 pages:959-968 https://dx.doi.org/10.1007/s40098-022-00613-3 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_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_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_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 52 2022 4 09 04 959-968 |
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10.1007/s40098-022-00613-3 doi (DE-627)SPR047614781 (SPR)s40098-022-00613-3-e DE-627 ger DE-627 rakwb eng Alimohammadi, Hossein verfasserin (orcid)0000-0001-7522-2239 aut A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. Pile Load Testing (PLT) (dpeaa)DE-He213 Soil properties (dpeaa)DE-He213 Field and Laboratory tests (dpeaa)DE-He213 Driven piles (dpeaa)DE-He213 Tahat, Jamal N. aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 52(2022), 4 vom: 09. Apr., Seite 959-968 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:52 year:2022 number:4 day:09 month:04 pages:959-968 https://dx.doi.org/10.1007/s40098-022-00613-3 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_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_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_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 52 2022 4 09 04 959-968 |
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10.1007/s40098-022-00613-3 doi (DE-627)SPR047614781 (SPR)s40098-022-00613-3-e DE-627 ger DE-627 rakwb eng Alimohammadi, Hossein verfasserin (orcid)0000-0001-7522-2239 aut A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. Pile Load Testing (PLT) (dpeaa)DE-He213 Soil properties (dpeaa)DE-He213 Field and Laboratory tests (dpeaa)DE-He213 Driven piles (dpeaa)DE-He213 Tahat, Jamal N. aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 52(2022), 4 vom: 09. Apr., Seite 959-968 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:52 year:2022 number:4 day:09 month:04 pages:959-968 https://dx.doi.org/10.1007/s40098-022-00613-3 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_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_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_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 52 2022 4 09 04 959-968 |
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10.1007/s40098-022-00613-3 doi (DE-627)SPR047614781 (SPR)s40098-022-00613-3-e DE-627 ger DE-627 rakwb eng Alimohammadi, Hossein verfasserin (orcid)0000-0001-7522-2239 aut A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. Pile Load Testing (PLT) (dpeaa)DE-He213 Soil properties (dpeaa)DE-He213 Field and Laboratory tests (dpeaa)DE-He213 Driven piles (dpeaa)DE-He213 Tahat, Jamal N. aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 52(2022), 4 vom: 09. Apr., Seite 959-968 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:52 year:2022 number:4 day:09 month:04 pages:959-968 https://dx.doi.org/10.1007/s40098-022-00613-3 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_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_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_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 52 2022 4 09 04 959-968 |
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Alimohammadi, Hossein |
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Alimohammadi, Hossein misc Pile Load Testing (PLT) misc Soil properties misc Field and Laboratory tests misc Driven piles A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors |
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A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors Pile Load Testing (PLT) (dpeaa)DE-He213 Soil properties (dpeaa)DE-He213 Field and Laboratory tests (dpeaa)DE-He213 Driven piles (dpeaa)DE-He213 |
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misc Pile Load Testing (PLT) misc Soil properties misc Field and Laboratory tests misc Driven piles |
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Alimohammadi, Hossein |
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case study pile load testing (plt) to evaluate driven pile behaviors |
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A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors |
| abstract |
Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 |
| abstractGer |
Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 |
| abstract_unstemmed |
Abstract Soil properties are used by geotechnical engineers for evaluation and analysis of pile design. Pile Load Testing (PLT) evaluates the satisfaction of the soil-pile systems in terms of proposed pile-load design and develops criteria for pile-structure installation and design purposes. Forty-two instrumented lateral-tension and axial-tension pile-load tests on piles of different lengths at site locations in Ohio’s Ross and Pickaway Counties were performed, and test results provided an opportunity to investigate behavior of soil setup related to soil properties. A series of Standard Penetration Tests (SPT), soil gradation, Atterberg limits, shear strength, and compressive strength soil tests were also performed to determine the soil subsurface conditions. The evaluation of results of pile-test drive times, axial-pile load tests, and lateral-pile load tests were then considered for design purposes. The test results were then divided into different zones. The pile-load test results indicated that although the toe resistances stayed almost consistent with time for all test piles, shaft resistances increased with time. The proposed case study investigation can help engineers in using PLT test results in driven-pile design to achieve improved accuracy. © The Author(s), under exclusive licence to Indian Geotechnical Society 2022 |
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A Case Study Pile Load Testing (PLT) to Evaluate Driven Pile Behaviors |
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https://dx.doi.org/10.1007/s40098-022-00613-3 |
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Tahat, Jamal N. |
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| doi_str |
10.1007/s40098-022-00613-3 |
| up_date |
2024-07-03T13:52:35.291Z |
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