Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building

The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Gotman, N. Z. [verfasserIn] Safiullin, M. N.

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Anmerkung:	© Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Übergeordnetes Werk:	Enthalten in: Soil mechanics and foundation engineering - New York, NY [u.a.] : Consultants Bureau, 1964, 59(2022), 4 vom: Sept., Seite 307-313
Übergeordnetes Werk:	volume:59 ; year:2022 ; number:4 ; month:09 ; pages:307-313

Links:	Volltext

DOI / URN:	10.1007/s11204-022-09816-5

Katalog-ID:	SPR048332232

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520			\|a The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed.
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allfields	10.1007/s11204-022-09816-5 doi (DE-627)SPR048332232 (SPR)s11204-022-09816-5-e DE-627 ger DE-627 rakwb eng Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. Safiullin, M. N. aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://dx.doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_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_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_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_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 59 2022 4 09 307-313
spelling	10.1007/s11204-022-09816-5 doi (DE-627)SPR048332232 (SPR)s11204-022-09816-5-e DE-627 ger DE-627 rakwb eng Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. Safiullin, M. N. aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://dx.doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_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_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_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_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 59 2022 4 09 307-313
allfields_unstemmed	10.1007/s11204-022-09816-5 doi (DE-627)SPR048332232 (SPR)s11204-022-09816-5-e DE-627 ger DE-627 rakwb eng Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. Safiullin, M. N. aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://dx.doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_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_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_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_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 59 2022 4 09 307-313
allfieldsGer	10.1007/s11204-022-09816-5 doi (DE-627)SPR048332232 (SPR)s11204-022-09816-5-e DE-627 ger DE-627 rakwb eng Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. Safiullin, M. N. aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://dx.doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_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_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_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_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 59 2022 4 09 307-313
allfieldsSound	10.1007/s11204-022-09816-5 doi (DE-627)SPR048332232 (SPR)s11204-022-09816-5-e DE-627 ger DE-627 rakwb eng Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. Safiullin, M. N. aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://dx.doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_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_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_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_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 59 2022 4 09 307-313
language	English
source	Enthalten in Soil mechanics and foundation engineering 59(2022), 4 vom: Sept., Seite 307-313 volume:59 year:2022 number:4 month:09 pages:307-313
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container_title	Soil mechanics and foundation engineering
authorswithroles_txt_mv	Gotman, N. Z. @@aut@@ Safiullin, M. N. @@aut@@
publishDateDaySort_date	2022-09-01T00:00:00Z
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author	Gotman, N. Z.
spellingShingle	Gotman, N. Z. Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building
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topic_title	Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building
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title	Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building
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title_full	Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building
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title_sort	calculation of pile reinforcement of a slab foundation of a reconstructed building
title_auth	Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building
abstract	The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstractGer	The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstract_unstemmed	The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. Methods for determining the loads transferred to piles and additional soil resistance on the side surface of piles and calculating their bearing capacity have been developed. © Springer Science+Business Media, LLC, part of Springer Nature 2022. Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
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container_issue	4
title_short	Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building
url	https://dx.doi.org/10.1007/s11204-022-09816-5
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up_date	2024-07-03T18:31:50.510Z
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Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The article considers the methods for calculating the slab foundation of a reconstructed building reinforced with soil-cement piles taking into account the stress-strain state of the base before the piles are introduced. Numerical studies have been carried out; it has been established that the load transferred to the reinforcement soil-cement pile decreases, and the normal stresses on the side surface of the pile increase with an increase in the load share perceived by the foundation slab before reinforcement. 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N.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">New York, NY [u.a.] : Consultants Bureau, 1964</subfield><subfield code="g">59(2022), 4 vom: Sept., Seite 307-313</subfield><subfield code="w">(DE-627)325572372</subfield><subfield code="w">(DE-600)2037558-X</subfield><subfield code="x">1573-9279</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:59</subfield><subfield code="g">year:2022</subfield><subfield code="g">number:4</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:307-313</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s11204-022-09816-5</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield 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Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building

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