A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load

A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis.

Gespeichert in:

Autor*in:	Samorodov, A. V. [verfasserIn] Tabachnikov, S. V. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2016

Schlagwörter:	Vertical Load Pile Length Pile Test Pile Shaft Model Pile

Übergeordnetes Werk:	Enthalten in: Soil mechanics and foundation engineering - New York, NY [u.a.] : Consultants Bureau, 1964, 52(2016), 6 vom: Jan., Seite 329-334
Übergeordnetes Werk:	volume:52 ; year:2016 ; number:6 ; month:01 ; pages:329-334

Links:	Volltext

DOI / URN:	10.1007/s11204-016-9349-9

Katalog-ID:	SPR017699665

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650		4	\|a Pile Length \|7 (dpeaa)DE-He213
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author_variant	a v s av avs s v t sv svt
matchkey_str	article:15739279:2016----::nwehdfeemnnplsifitofretacnieshd
hierarchy_sort_str	2016
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publishDate	2016
allfields	10.1007/s11204-016-9349-9 doi (DE-627)SPR017699665 (SPR)s11204-016-9349-9-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Samorodov, A. V. verfasserin aut A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis. Vertical Load (dpeaa)DE-He213 Pile Length (dpeaa)DE-He213 Pile Test (dpeaa)DE-He213 Pile Shaft (dpeaa)DE-He213 Model Pile (dpeaa)DE-He213 Tabachnikov, S. V. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 52(2016), 6 vom: Jan., Seite 329-334 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:52 year:2016 number:6 month:01 pages:329-334 https://dx.doi.org/10.1007/s11204-016-9349-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_206 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_2056 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_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 56.20 ASE AR 52 2016 6 01 329-334
spelling	10.1007/s11204-016-9349-9 doi (DE-627)SPR017699665 (SPR)s11204-016-9349-9-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Samorodov, A. V. verfasserin aut A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis. Vertical Load (dpeaa)DE-He213 Pile Length (dpeaa)DE-He213 Pile Test (dpeaa)DE-He213 Pile Shaft (dpeaa)DE-He213 Model Pile (dpeaa)DE-He213 Tabachnikov, S. V. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 52(2016), 6 vom: Jan., Seite 329-334 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:52 year:2016 number:6 month:01 pages:329-334 https://dx.doi.org/10.1007/s11204-016-9349-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_206 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_2056 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_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 56.20 ASE AR 52 2016 6 01 329-334
allfields_unstemmed	10.1007/s11204-016-9349-9 doi (DE-627)SPR017699665 (SPR)s11204-016-9349-9-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Samorodov, A. V. verfasserin aut A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis. Vertical Load (dpeaa)DE-He213 Pile Length (dpeaa)DE-He213 Pile Test (dpeaa)DE-He213 Pile Shaft (dpeaa)DE-He213 Model Pile (dpeaa)DE-He213 Tabachnikov, S. V. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 52(2016), 6 vom: Jan., Seite 329-334 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:52 year:2016 number:6 month:01 pages:329-334 https://dx.doi.org/10.1007/s11204-016-9349-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_206 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_2056 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_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 56.20 ASE AR 52 2016 6 01 329-334
allfieldsGer	10.1007/s11204-016-9349-9 doi (DE-627)SPR017699665 (SPR)s11204-016-9349-9-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Samorodov, A. V. verfasserin aut A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis. Vertical Load (dpeaa)DE-He213 Pile Length (dpeaa)DE-He213 Pile Test (dpeaa)DE-He213 Pile Shaft (dpeaa)DE-He213 Model Pile (dpeaa)DE-He213 Tabachnikov, S. V. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 52(2016), 6 vom: Jan., Seite 329-334 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:52 year:2016 number:6 month:01 pages:329-334 https://dx.doi.org/10.1007/s11204-016-9349-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_206 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_2056 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_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 56.20 ASE AR 52 2016 6 01 329-334
allfieldsSound	10.1007/s11204-016-9349-9 doi (DE-627)SPR017699665 (SPR)s11204-016-9349-9-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Samorodov, A. V. verfasserin aut A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis. Vertical Load (dpeaa)DE-He213 Pile Length (dpeaa)DE-He213 Pile Test (dpeaa)DE-He213 Pile Shaft (dpeaa)DE-He213 Model Pile (dpeaa)DE-He213 Tabachnikov, S. V. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 52(2016), 6 vom: Jan., Seite 329-334 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:52 year:2016 number:6 month:01 pages:329-334 https://dx.doi.org/10.1007/s11204-016-9349-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE 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_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_206 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_2056 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_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 56.20 ASE AR 52 2016 6 01 329-334
language	English
source	Enthalten in Soil mechanics and foundation engineering 52(2016), 6 vom: Jan., Seite 329-334 volume:52 year:2016 number:6 month:01 pages:329-334
sourceStr	Enthalten in Soil mechanics and foundation engineering 52(2016), 6 vom: Jan., Seite 329-334 volume:52 year:2016 number:6 month:01 pages:329-334
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Vertical Load Pile Length Pile Test Pile Shaft Model Pile
dewey-raw	690
isfreeaccess_bool	false
container_title	Soil mechanics and foundation engineering
authorswithroles_txt_mv	Samorodov, A. V. @@aut@@ Tabachnikov, S. V. @@aut@@
publishDateDaySort_date	2016-01-01T00:00:00Z
hierarchy_top_id	325572372
dewey-sort	3690
id	SPR017699665
language_de	englisch
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author	Samorodov, A. V.
spellingShingle	Samorodov, A. V. ddc 690 bkl 56.20 misc Vertical Load misc Pile Length misc Pile Test misc Pile Shaft misc Model Pile A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load
authorStr	Samorodov, A. V.
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topic_title	690 ASE 56.20 bkl A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load Vertical Load (dpeaa)DE-He213 Pile Length (dpeaa)DE-He213 Pile Test (dpeaa)DE-He213 Pile Shaft (dpeaa)DE-He213 Model Pile (dpeaa)DE-He213
topic	ddc 690 bkl 56.20 misc Vertical Load misc Pile Length misc Pile Test misc Pile Shaft misc Model Pile
topic_unstemmed	ddc 690 bkl 56.20 misc Vertical Load misc Pile Length misc Pile Test misc Pile Shaft misc Model Pile
topic_browse	ddc 690 bkl 56.20 misc Vertical Load misc Pile Length misc Pile Test misc Pile Shaft misc Model Pile
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
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hierarchy_parent_title	Soil mechanics and foundation engineering
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title	A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load
ctrlnum	(DE-627)SPR017699665 (SPR)s11204-016-9349-9-e
title_full	A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load
author_sort	Samorodov, A. V.
journal	Soil mechanics and foundation engineering
journalStr	Soil mechanics and foundation engineering
lang_code	eng
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publishDateSort	2016
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container_start_page	329
author_browse	Samorodov, A. V. Tabachnikov, S. V.
container_volume	52
class	690 ASE 56.20 bkl
format_se	Elektronische Aufsätze
author-letter	Samorodov, A. V.
doi_str_mv	10.1007/s11204-016-9349-9
dewey-full	690
author2-role	verfasserin
title_sort	new method of determining pile skin friction forces that considers the direction of vertical load
title_auth	A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load
abstract	A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis.
abstractGer	A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis.
abstract_unstemmed	A method is proposed for determining the load-bearing capability of drilled piles depending on the effects of upward or downward loading. The validity of the method is confirmed by analysis.
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container_issue	6
title_short	A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load
url	https://dx.doi.org/10.1007/s11204-016-9349-9
remote_bool	true
author2	Tabachnikov, S. V.
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doi_str	10.1007/s11204-016-9349-9
up_date	2024-07-03T14:35:42.947Z
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A New Method of Determining Pile Skin Friction Forces that Considers the Direction of Vertical Load

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