Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls
Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties assoc...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Basha, B. Munwar [verfasserIn] Babu, G. L. Sivakumar [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2013 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Indian geotechnical journal - New York, NY : Springer, 2012, 43(2013), 4 vom: 14. Mai, Seite 292-302 |
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| Übergeordnetes Werk: |
volume:43 ; year:2013 ; number:4 ; day:14 ; month:05 ; pages:292-302 |
| Links: |
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| DOI / URN: |
10.1007/s40098-013-0062-6 |
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| Katalog-ID: |
SPR032847637 |
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| 245 | 1 | 0 | |a Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls |
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| 520 | |a Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. | ||
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| 650 | 4 | |a Limit states |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Reliability analysis |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Resistance factors, reinforced soil wall |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Babu, G. L. Sivakumar |e verfasserin |4 aut | |
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10.1007/s40098-013-0062-6 doi (DE-627)SPR032847637 (SPR)s40098-013-0062-6-e DE-627 ger DE-627 rakwb eng Basha, B. Munwar verfasserin aut Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. Load factors (dpeaa)DE-He213 Load resistance factor design (dpeaa)DE-He213 Limit states (dpeaa)DE-He213 Reliability analysis (dpeaa)DE-He213 Resistance factors, reinforced soil wall (dpeaa)DE-He213 Babu, G. L. Sivakumar verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 14. Mai, Seite 292-302 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:14 month:05 pages:292-302 https://dx.doi.org/10.1007/s40098-013-0062-6 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_65 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 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_2018 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_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_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 AR 43 2013 4 14 05 292-302 |
| spelling |
10.1007/s40098-013-0062-6 doi (DE-627)SPR032847637 (SPR)s40098-013-0062-6-e DE-627 ger DE-627 rakwb eng Basha, B. Munwar verfasserin aut Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. Load factors (dpeaa)DE-He213 Load resistance factor design (dpeaa)DE-He213 Limit states (dpeaa)DE-He213 Reliability analysis (dpeaa)DE-He213 Resistance factors, reinforced soil wall (dpeaa)DE-He213 Babu, G. L. Sivakumar verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 14. Mai, Seite 292-302 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:14 month:05 pages:292-302 https://dx.doi.org/10.1007/s40098-013-0062-6 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_65 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 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_2018 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_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_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 AR 43 2013 4 14 05 292-302 |
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10.1007/s40098-013-0062-6 doi (DE-627)SPR032847637 (SPR)s40098-013-0062-6-e DE-627 ger DE-627 rakwb eng Basha, B. Munwar verfasserin aut Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. Load factors (dpeaa)DE-He213 Load resistance factor design (dpeaa)DE-He213 Limit states (dpeaa)DE-He213 Reliability analysis (dpeaa)DE-He213 Resistance factors, reinforced soil wall (dpeaa)DE-He213 Babu, G. L. Sivakumar verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 14. Mai, Seite 292-302 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:14 month:05 pages:292-302 https://dx.doi.org/10.1007/s40098-013-0062-6 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_65 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 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_2018 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_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_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 AR 43 2013 4 14 05 292-302 |
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10.1007/s40098-013-0062-6 doi (DE-627)SPR032847637 (SPR)s40098-013-0062-6-e DE-627 ger DE-627 rakwb eng Basha, B. Munwar verfasserin aut Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. Load factors (dpeaa)DE-He213 Load resistance factor design (dpeaa)DE-He213 Limit states (dpeaa)DE-He213 Reliability analysis (dpeaa)DE-He213 Resistance factors, reinforced soil wall (dpeaa)DE-He213 Babu, G. L. Sivakumar verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 14. Mai, Seite 292-302 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:14 month:05 pages:292-302 https://dx.doi.org/10.1007/s40098-013-0062-6 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_65 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 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_2018 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_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_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 AR 43 2013 4 14 05 292-302 |
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10.1007/s40098-013-0062-6 doi (DE-627)SPR032847637 (SPR)s40098-013-0062-6-e DE-627 ger DE-627 rakwb eng Basha, B. Munwar verfasserin aut Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. Load factors (dpeaa)DE-He213 Load resistance factor design (dpeaa)DE-He213 Limit states (dpeaa)DE-He213 Reliability analysis (dpeaa)DE-He213 Resistance factors, reinforced soil wall (dpeaa)DE-He213 Babu, G. L. Sivakumar verfasserin aut Enthalten in Indian geotechnical journal New York, NY : Springer, 2012 43(2013), 4 vom: 14. Mai, Seite 292-302 (DE-627)739212354 (DE-600)2707502-3 2277-3347 nnns volume:43 year:2013 number:4 day:14 month:05 pages:292-302 https://dx.doi.org/10.1007/s40098-013-0062-6 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_65 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_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 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_2018 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_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_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 AR 43 2013 4 14 05 292-302 |
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Enthalten in Indian geotechnical journal 43(2013), 4 vom: 14. Mai, Seite 292-302 volume:43 year:2013 number:4 day:14 month:05 pages:292-302 |
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| author |
Basha, B. Munwar |
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Basha, B. Munwar misc Load factors misc Load resistance factor design misc Limit states misc Reliability analysis misc Resistance factors, reinforced soil wall Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls |
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Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls Load factors (dpeaa)DE-He213 Load resistance factor design (dpeaa)DE-He213 Limit states (dpeaa)DE-He213 Reliability analysis (dpeaa)DE-He213 Resistance factors, reinforced soil wall (dpeaa)DE-He213 |
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misc Load factors misc Load resistance factor design misc Limit states misc Reliability analysis misc Resistance factors, reinforced soil wall |
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Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls |
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Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls |
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reliability based lrfd approach for external stability of reinforced soil walls |
| title_auth |
Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls |
| abstract |
Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. |
| abstractGer |
Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. |
| abstract_unstemmed |
Abstract The main objective of reinforced soil wall design is to ensure safety and performance requirements of a wall for target reliability levels. Analysis is conducted to evaluate the external stability of reinforced soil walls. As this must be accomplished under conditions of uncertainties associated with reinforced backfill, retained backfill, foundation soil and surcharge load acting on the wall, probabilistic analyses are necessary in the development of such reliability based design for external stability of reinforced soil wall. A methodology for developing load and resistance factor design guidelines for reinforced soil walls is outlined in this paper. The potential failure mechanisms considered in the analysis are sliding failure, eccentricity failure of resultant force (or overturning failure) and bearing capacity failure. A first order reliability method is used to determine appropriate ranges for the values of the load and resistance factors. Load and resistance factors needed to maintain the stability against three modes of failure by targeting component reliability indices of 2, 2.5, 3, 3.5 and 4 are obtained for various values of coefficients of variation of friction angle of backfill and foundation soil, distributed dead load surcharge, live load surcharge and cohesion of the foundation soil. |
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Reliability Based LRFD Approach for External Stability of Reinforced Soil Walls |
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https://dx.doi.org/10.1007/s40098-013-0062-6 |
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Babu, G. L. Sivakumar |
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| doi_str |
10.1007/s40098-013-0062-6 |
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