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] |
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| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| 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 - Springer US, 1965, 59(2022), 4 vom: Sept., Seite 307-313 |
|---|---|
| Übergeordnetes Werk: |
volume:59 ; year:2022 ; number:4 ; month:09 ; pages:307-313 |
| Links: |
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| DOI / URN: |
10.1007/s11204-022-09816-5 |
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OLC2079712071 |
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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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10.1007/s11204-022-09816-5 doi (DE-627)OLC2079712071 (DE-He213)s11204-022-09816-5-p DE-627 ger DE-627 rakwb eng 690 VZ Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc 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 Springer US, 1965 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 59 2022 4 09 307-313 |
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10.1007/s11204-022-09816-5 doi (DE-627)OLC2079712071 (DE-He213)s11204-022-09816-5-p DE-627 ger DE-627 rakwb eng 690 VZ Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc 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 Springer US, 1965 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 59 2022 4 09 307-313 |
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10.1007/s11204-022-09816-5 doi (DE-627)OLC2079712071 (DE-He213)s11204-022-09816-5-p DE-627 ger DE-627 rakwb eng 690 VZ Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc 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 Springer US, 1965 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 59 2022 4 09 307-313 |
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10.1007/s11204-022-09816-5 doi (DE-627)OLC2079712071 (DE-He213)s11204-022-09816-5-p DE-627 ger DE-627 rakwb eng 690 VZ Gotman, N. Z. verfasserin aut Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building 2022 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc 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 Springer US, 1965 59(2022), 4 vom: Sept., Seite 307-313 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:59 year:2022 number:4 month:09 pages:307-313 https://doi.org/10.1007/s11204-022-09816-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO AR 59 2022 4 09 307-313 |
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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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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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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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Z.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Calculation of Pile Reinforcement of a Slab Foundation of a Reconstructed Building</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</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">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© 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.</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. 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.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Safiullin, M. 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">Springer US, 1965</subfield><subfield code="g">59(2022), 4 vom: Sept., Seite 307-313</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</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="1"><subfield code="u">https://doi.org/10.1007/s11204-022-09816-5</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_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">59</subfield><subfield code="j">2022</subfield><subfield code="e">4</subfield><subfield code="c">09</subfield><subfield code="h">307-313</subfield></datafield></record></collection>
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