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] Bezuglova, E. V. [verfasserIn] Eshchenko, O. Yu. [verfasserIn] |
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| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2011 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - New York, NY [u.a.] : Consultants Bureau, 1964, 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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| Katalog-ID: |
SPR017697336 |
|---|
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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. | ||
| 650 | 4 | |a Power Line |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Pile Foundation |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Overhead Transmission Line |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Equipment Access |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Overhead Power Line |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Bezuglova, E. V. |e verfasserin |4 aut | |
| 700 | 1 | |a Eshchenko, O. Yu. |e verfasserin |4 aut | |
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10.1007/s11204-011-9116-x doi (DE-627)SPR017697336 (SPR)s11204-011-9116-x-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Matsii, S. I. verfasserin aut Selection of foundation type for supports of overhead power lines on slide-prone slopes 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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 (dpeaa)DE-He213 Pile Foundation (dpeaa)DE-He213 Overhead Transmission Line (dpeaa)DE-He213 Equipment Access (dpeaa)DE-He213 Overhead Power Line (dpeaa)DE-He213 Bezuglova, E. V. verfasserin aut Eshchenko, O. Yu. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 47(2011), 6 vom: Jan., Seite 241-245 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:47 year:2011 number:6 month:01 pages:241-245 https://dx.doi.org/10.1007/s11204-011-9116-x 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 47 2011 6 01 241-245 |
| spelling |
10.1007/s11204-011-9116-x doi (DE-627)SPR017697336 (SPR)s11204-011-9116-x-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Matsii, S. I. verfasserin aut Selection of foundation type for supports of overhead power lines on slide-prone slopes 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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 (dpeaa)DE-He213 Pile Foundation (dpeaa)DE-He213 Overhead Transmission Line (dpeaa)DE-He213 Equipment Access (dpeaa)DE-He213 Overhead Power Line (dpeaa)DE-He213 Bezuglova, E. V. verfasserin aut Eshchenko, O. Yu. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 47(2011), 6 vom: Jan., Seite 241-245 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:47 year:2011 number:6 month:01 pages:241-245 https://dx.doi.org/10.1007/s11204-011-9116-x 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 47 2011 6 01 241-245 |
| allfields_unstemmed |
10.1007/s11204-011-9116-x doi (DE-627)SPR017697336 (SPR)s11204-011-9116-x-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Matsii, S. I. verfasserin aut Selection of foundation type for supports of overhead power lines on slide-prone slopes 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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 (dpeaa)DE-He213 Pile Foundation (dpeaa)DE-He213 Overhead Transmission Line (dpeaa)DE-He213 Equipment Access (dpeaa)DE-He213 Overhead Power Line (dpeaa)DE-He213 Bezuglova, E. V. verfasserin aut Eshchenko, O. Yu. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 47(2011), 6 vom: Jan., Seite 241-245 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:47 year:2011 number:6 month:01 pages:241-245 https://dx.doi.org/10.1007/s11204-011-9116-x 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 47 2011 6 01 241-245 |
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10.1007/s11204-011-9116-x doi (DE-627)SPR017697336 (SPR)s11204-011-9116-x-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Matsii, S. I. verfasserin aut Selection of foundation type for supports of overhead power lines on slide-prone slopes 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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 (dpeaa)DE-He213 Pile Foundation (dpeaa)DE-He213 Overhead Transmission Line (dpeaa)DE-He213 Equipment Access (dpeaa)DE-He213 Overhead Power Line (dpeaa)DE-He213 Bezuglova, E. V. verfasserin aut Eshchenko, O. Yu. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 47(2011), 6 vom: Jan., Seite 241-245 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:47 year:2011 number:6 month:01 pages:241-245 https://dx.doi.org/10.1007/s11204-011-9116-x 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 47 2011 6 01 241-245 |
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10.1007/s11204-011-9116-x doi (DE-627)SPR017697336 (SPR)s11204-011-9116-x-e DE-627 ger DE-627 rakwb eng 690 ASE 56.20 bkl Matsii, S. I. verfasserin aut Selection of foundation type for supports of overhead power lines on slide-prone slopes 2011 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier 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 (dpeaa)DE-He213 Pile Foundation (dpeaa)DE-He213 Overhead Transmission Line (dpeaa)DE-He213 Equipment Access (dpeaa)DE-He213 Overhead Power Line (dpeaa)DE-He213 Bezuglova, E. V. verfasserin aut Eshchenko, O. Yu. verfasserin aut Enthalten in Soil mechanics and foundation engineering New York, NY [u.a.] : Consultants Bureau, 1964 47(2011), 6 vom: Jan., Seite 241-245 (DE-627)325572372 (DE-600)2037558-X 1573-9279 nnns volume:47 year:2011 number:6 month:01 pages:241-245 https://dx.doi.org/10.1007/s11204-011-9116-x 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 47 2011 6 01 241-245 |
| language |
English |
| source |
Enthalten in Soil mechanics and foundation engineering 47(2011), 6 vom: Jan., Seite 241-245 volume:47 year:2011 number:6 month:01 pages:241-245 |
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Enthalten in Soil mechanics and foundation engineering 47(2011), 6 vom: Jan., Seite 241-245 volume:47 year:2011 number:6 month:01 pages:241-245 |
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findex.gbv.de |
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Power Line Pile Foundation Overhead Transmission Line Equipment Access Overhead Power Line |
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false |
| container_title |
Soil mechanics and foundation engineering |
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Matsii, S. I. @@aut@@ Bezuglova, E. V. @@aut@@ Eshchenko, O. Yu. @@aut@@ |
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2011-01-01T00:00:00Z |
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3690 |
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selection of foundation type for supports of overhead power lines on slide-prone slopes |
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Selection of foundation type for supports of overhead power lines on slide-prone slopes |
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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. |
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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. |
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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. |
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