Safety design of tunnel lining structure considering bond-slip failure mechanism
Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulati...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Sun, Huibin [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Anmerkung: |
© Saudi Society for Geosciences 2022 |
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| Übergeordnetes Werk: |
Enthalten in: Arabian journal of geosciences - Berlin : Springer, 2008, 15(2022), 6 vom: März |
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| Übergeordnetes Werk: |
volume:15 ; year:2022 ; number:6 ; month:03 |
| Links: |
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| DOI / URN: |
10.1007/s12517-022-09832-7 |
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| Katalog-ID: |
SPR046432841 |
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| 520 | |a Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. | ||
| 650 | 4 | |a Tunnel construction |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Bond-slip failure |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Convergence-confinement method |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Sensitivity analysis |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Composite lining structure |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Song, Shuguang |4 aut | |
| 700 | 1 | |a Lu, Wei |4 aut | |
| 700 | 1 | |a Ren, Quangang |4 aut | |
| 700 | 1 | |a Li, Xu |4 aut | |
| 700 | 1 | |a Miao, Xin |4 aut | |
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10.1007/s12517-022-09832-7 doi (DE-627)SPR046432841 (SPR)s12517-022-09832-7-e DE-627 ger DE-627 rakwb eng Sun, Huibin verfasserin aut Safety design of tunnel lining structure considering bond-slip failure mechanism 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. Tunnel construction (dpeaa)DE-He213 Bond-slip failure (dpeaa)DE-He213 Convergence-confinement method (dpeaa)DE-He213 Sensitivity analysis (dpeaa)DE-He213 Composite lining structure (dpeaa)DE-He213 Song, Shuguang aut Lu, Wei aut Ren, Quangang aut Li, Xu aut Miao, Xin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 6 vom: März (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:6 month:03 https://dx.doi.org/10.1007/s12517-022-09832-7 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_152 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_381 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_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 15 2022 6 03 |
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10.1007/s12517-022-09832-7 doi (DE-627)SPR046432841 (SPR)s12517-022-09832-7-e DE-627 ger DE-627 rakwb eng Sun, Huibin verfasserin aut Safety design of tunnel lining structure considering bond-slip failure mechanism 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. Tunnel construction (dpeaa)DE-He213 Bond-slip failure (dpeaa)DE-He213 Convergence-confinement method (dpeaa)DE-He213 Sensitivity analysis (dpeaa)DE-He213 Composite lining structure (dpeaa)DE-He213 Song, Shuguang aut Lu, Wei aut Ren, Quangang aut Li, Xu aut Miao, Xin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 6 vom: März (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:6 month:03 https://dx.doi.org/10.1007/s12517-022-09832-7 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_152 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_381 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_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 15 2022 6 03 |
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10.1007/s12517-022-09832-7 doi (DE-627)SPR046432841 (SPR)s12517-022-09832-7-e DE-627 ger DE-627 rakwb eng Sun, Huibin verfasserin aut Safety design of tunnel lining structure considering bond-slip failure mechanism 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. Tunnel construction (dpeaa)DE-He213 Bond-slip failure (dpeaa)DE-He213 Convergence-confinement method (dpeaa)DE-He213 Sensitivity analysis (dpeaa)DE-He213 Composite lining structure (dpeaa)DE-He213 Song, Shuguang aut Lu, Wei aut Ren, Quangang aut Li, Xu aut Miao, Xin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 6 vom: März (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:6 month:03 https://dx.doi.org/10.1007/s12517-022-09832-7 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_152 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_381 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_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 15 2022 6 03 |
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10.1007/s12517-022-09832-7 doi (DE-627)SPR046432841 (SPR)s12517-022-09832-7-e DE-627 ger DE-627 rakwb eng Sun, Huibin verfasserin aut Safety design of tunnel lining structure considering bond-slip failure mechanism 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. Tunnel construction (dpeaa)DE-He213 Bond-slip failure (dpeaa)DE-He213 Convergence-confinement method (dpeaa)DE-He213 Sensitivity analysis (dpeaa)DE-He213 Composite lining structure (dpeaa)DE-He213 Song, Shuguang aut Lu, Wei aut Ren, Quangang aut Li, Xu aut Miao, Xin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 6 vom: März (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:6 month:03 https://dx.doi.org/10.1007/s12517-022-09832-7 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_152 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_381 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_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 15 2022 6 03 |
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10.1007/s12517-022-09832-7 doi (DE-627)SPR046432841 (SPR)s12517-022-09832-7-e DE-627 ger DE-627 rakwb eng Sun, Huibin verfasserin aut Safety design of tunnel lining structure considering bond-slip failure mechanism 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Saudi Society for Geosciences 2022 Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. Tunnel construction (dpeaa)DE-He213 Bond-slip failure (dpeaa)DE-He213 Convergence-confinement method (dpeaa)DE-He213 Sensitivity analysis (dpeaa)DE-He213 Composite lining structure (dpeaa)DE-He213 Song, Shuguang aut Lu, Wei aut Ren, Quangang aut Li, Xu aut Miao, Xin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 15(2022), 6 vom: März (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:15 year:2022 number:6 month:03 https://dx.doi.org/10.1007/s12517-022-09832-7 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_152 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_381 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_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 15 2022 6 03 |
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| author |
Sun, Huibin |
| spellingShingle |
Sun, Huibin misc Tunnel construction misc Bond-slip failure misc Convergence-confinement method misc Sensitivity analysis misc Composite lining structure Safety design of tunnel lining structure considering bond-slip failure mechanism |
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Safety design of tunnel lining structure considering bond-slip failure mechanism Tunnel construction (dpeaa)DE-He213 Bond-slip failure (dpeaa)DE-He213 Convergence-confinement method (dpeaa)DE-He213 Sensitivity analysis (dpeaa)DE-He213 Composite lining structure (dpeaa)DE-He213 |
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misc Tunnel construction misc Bond-slip failure misc Convergence-confinement method misc Sensitivity analysis misc Composite lining structure |
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misc Tunnel construction misc Bond-slip failure misc Convergence-confinement method misc Sensitivity analysis misc Composite lining structure |
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Safety design of tunnel lining structure considering bond-slip failure mechanism |
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Sun, Huibin |
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Arabian journal of geosciences |
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Sun, Huibin Song, Shuguang Lu, Wei Ren, Quangang Li, Xu Miao, Xin |
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Sun, Huibin |
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10.1007/s12517-022-09832-7 |
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safety design of tunnel lining structure considering bond-slip failure mechanism |
| title_auth |
Safety design of tunnel lining structure considering bond-slip failure mechanism |
| abstract |
Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. © Saudi Society for Geosciences 2022 |
| abstractGer |
Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. © Saudi Society for Geosciences 2022 |
| abstract_unstemmed |
Abstract A tunnel primary lining structure is consist of sprayed shotcrete and encased steel arch exhibiting inherent steel–concrete bond-slip failure. This paper aims to quantify the impact of interface slippage on tunnel safety. Firstly, a four-point flexural laboratory test and numerical simulation are conducted on different types of lining structures to study the mechanical properties of lining. Secondly, mechanical deduction of composite linings is carried out and verified by experimental results; validation results show promising consistency. The support characteristic curve (SCC) of primary lining is modified accordingly to interact with ground reaction curve (GRC) based on convergence-confinement method, representing the relationship between bond-slip properties and tunnel safety index, which is also trained by a support vector machine (SVM) learning model. Thereafter, a reliability-based tunnel safety evaluation approach considering lining failure mechanism using SVM is proposed. Research results revealed that bond-slip failure has a significant effect on the strength, stiffness, and ductility of tunnel lining, which is also proved to be important to tunnel safety control. The research results can provide reference for related engineering. © Saudi Society for Geosciences 2022 |
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Safety design of tunnel lining structure considering bond-slip failure mechanism |
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https://dx.doi.org/10.1007/s12517-022-09832-7 |
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Song, Shuguang Lu, Wei Ren, Quangang Li, Xu Miao, Xin |
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Song, Shuguang Lu, Wei Ren, Quangang Li, Xu Miao, Xin |
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| doi_str |
10.1007/s12517-022-09832-7 |
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2024-07-03T22:29:53.379Z |
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| score |
7.3993473 |