Selection of foundation type for supports of overhead power lines on slide-prone slopes
Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports.
Gespeichert in:
| Autor*in: |
Matsii, S. I. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2011 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Science+Business Media, Inc. 2011 |
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| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 47(2011), 6 vom: Jan., Seite 241-245 |
|---|---|
| Übergeordnetes Werk: |
volume:47 ; year:2011 ; number:6 ; month:01 ; pages:241-245 |
| Links: |
|---|
| DOI / URN: |
10.1007/s11204-011-9116-x |
|---|
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OLC2033452468 |
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| 520 | |a Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports. | ||
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10.1007/s11204-011-9116-x doi (DE-627)OLC2033452468 (DE-He213)s11204-011-9116-x-p DE-627 ger DE-627 rakwb eng 690 VZ Matsii, S. I. verfasserin aut Selection of foundation type for supports of overhead power lines on slide-prone slopes 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports. Power Line Pile Foundation Overhead Transmission Line Equipment Access Overhead Power Line Bezuglova, E. V. aut Eshchenko, O. Yu. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 47(2011), 6 vom: Jan., Seite 241-245 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:47 year:2011 number:6 month:01 pages:241-245 https://doi.org/10.1007/s11204-011-9116-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 47 2011 6 01 241-245 |
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Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports. © Springer Science+Business Media, Inc. 2011 |
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Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports. © Springer Science+Business Media, Inc. 2011 |
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Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports. © Springer Science+Business Media, Inc. 2011 |
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I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Selection of foundation type for supports of overhead power lines on slide-prone slopes</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2011</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, Inc. 2011</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Causes of the deformation of supports of high-voltage lines (HVL) situated on slide-prone slopes are discussed. The expediency of installing standard mushroom-shape foundations in investigated. Alternate strengthening schemes are proposed for the foundations in examples of failed supports.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Power Line</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pile Foundation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Overhead Transmission Line</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Equipment Access</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Overhead Power Line</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Bezuglova, E. V.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Eshchenko, O. Yu.</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">47(2011), 6 vom: Jan., Seite 241-245</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:47</subfield><subfield code="g">year:2011</subfield><subfield code="g">number:6</subfield><subfield code="g">month:01</subfield><subfield code="g">pages:241-245</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-011-9116-x</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="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">47</subfield><subfield code="j">2011</subfield><subfield code="e">6</subfield><subfield code="c">01</subfield><subfield code="h">241-245</subfield></datafield></record></collection>
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