Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas

Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area i...
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Autor*in:	Yu, Qingyang [verfasserIn] Lei, Peng Dai, Zhenxue Soltanian, Mohamad Reza Yin, Shangxian Liu, Wei Xiong, Ziwei

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2022

Schlagwörter:	Acoustic wave velocity Deterioration pattern Freeze–thaw cycle Freeze–thaw damage Thermal conductivity

Anmerkung:	© The Author(s), under exclusive licence to Shiraz University 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: Iranian journal of science and technology - Shiraz : Shiraz University, 2001, 47(2022), 1 vom: 03. Okt., Seite 469-477
Übergeordnetes Werk:	volume:47 ; year:2022 ; number:1 ; day:03 ; month:10 ; pages:469-477

Links:	Volltext

DOI / URN:	10.1007/s40996-022-00979-7

Katalog-ID:	SPR04947992X

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520			\|a Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area.
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700	1		\|a Liu, Wei \|4 aut
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author_variant	q y qy p l pl z d zd m r s mr mrs s y sy w l wl z x zx
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allfields	10.1007/s40996-022-00979-7 doi (DE-627)SPR04947992X (SPR)s40996-022-00979-7-e DE-627 ger DE-627 rakwb eng Yu, Qingyang verfasserin aut Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Shiraz University 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. Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. Acoustic wave velocity (dpeaa)DE-He213 Deterioration pattern (dpeaa)DE-He213 Freeze–thaw cycle (dpeaa)DE-He213 Freeze–thaw damage (dpeaa)DE-He213 Thermal conductivity (dpeaa)DE-He213 Lei, Peng aut Dai, Zhenxue aut Soltanian, Mohamad Reza aut Yin, Shangxian aut Liu, Wei aut Xiong, Ziwei aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 47(2022), 1 vom: 03. Okt., Seite 469-477 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:47 year:2022 number:1 day:03 month:10 pages:469-477 https://dx.doi.org/10.1007/s40996-022-00979-7 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_165 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_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 47 2022 1 03 10 469-477
spelling	10.1007/s40996-022-00979-7 doi (DE-627)SPR04947992X (SPR)s40996-022-00979-7-e DE-627 ger DE-627 rakwb eng Yu, Qingyang verfasserin aut Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Shiraz University 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. Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. Acoustic wave velocity (dpeaa)DE-He213 Deterioration pattern (dpeaa)DE-He213 Freeze–thaw cycle (dpeaa)DE-He213 Freeze–thaw damage (dpeaa)DE-He213 Thermal conductivity (dpeaa)DE-He213 Lei, Peng aut Dai, Zhenxue aut Soltanian, Mohamad Reza aut Yin, Shangxian aut Liu, Wei aut Xiong, Ziwei aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 47(2022), 1 vom: 03. Okt., Seite 469-477 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:47 year:2022 number:1 day:03 month:10 pages:469-477 https://dx.doi.org/10.1007/s40996-022-00979-7 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_165 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_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 47 2022 1 03 10 469-477
allfields_unstemmed	10.1007/s40996-022-00979-7 doi (DE-627)SPR04947992X (SPR)s40996-022-00979-7-e DE-627 ger DE-627 rakwb eng Yu, Qingyang verfasserin aut Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Shiraz University 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. Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. Acoustic wave velocity (dpeaa)DE-He213 Deterioration pattern (dpeaa)DE-He213 Freeze–thaw cycle (dpeaa)DE-He213 Freeze–thaw damage (dpeaa)DE-He213 Thermal conductivity (dpeaa)DE-He213 Lei, Peng aut Dai, Zhenxue aut Soltanian, Mohamad Reza aut Yin, Shangxian aut Liu, Wei aut Xiong, Ziwei aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 47(2022), 1 vom: 03. Okt., Seite 469-477 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:47 year:2022 number:1 day:03 month:10 pages:469-477 https://dx.doi.org/10.1007/s40996-022-00979-7 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_165 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_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 47 2022 1 03 10 469-477
allfieldsGer	10.1007/s40996-022-00979-7 doi (DE-627)SPR04947992X (SPR)s40996-022-00979-7-e DE-627 ger DE-627 rakwb eng Yu, Qingyang verfasserin aut Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Shiraz University 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. Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. Acoustic wave velocity (dpeaa)DE-He213 Deterioration pattern (dpeaa)DE-He213 Freeze–thaw cycle (dpeaa)DE-He213 Freeze–thaw damage (dpeaa)DE-He213 Thermal conductivity (dpeaa)DE-He213 Lei, Peng aut Dai, Zhenxue aut Soltanian, Mohamad Reza aut Yin, Shangxian aut Liu, Wei aut Xiong, Ziwei aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 47(2022), 1 vom: 03. Okt., Seite 469-477 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:47 year:2022 number:1 day:03 month:10 pages:469-477 https://dx.doi.org/10.1007/s40996-022-00979-7 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_165 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_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 47 2022 1 03 10 469-477
allfieldsSound	10.1007/s40996-022-00979-7 doi (DE-627)SPR04947992X (SPR)s40996-022-00979-7-e DE-627 ger DE-627 rakwb eng Yu, Qingyang verfasserin aut Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Shiraz University 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. Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. Acoustic wave velocity (dpeaa)DE-He213 Deterioration pattern (dpeaa)DE-He213 Freeze–thaw cycle (dpeaa)DE-He213 Freeze–thaw damage (dpeaa)DE-He213 Thermal conductivity (dpeaa)DE-He213 Lei, Peng aut Dai, Zhenxue aut Soltanian, Mohamad Reza aut Yin, Shangxian aut Liu, Wei aut Xiong, Ziwei aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 47(2022), 1 vom: 03. Okt., Seite 469-477 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:47 year:2022 number:1 day:03 month:10 pages:469-477 https://dx.doi.org/10.1007/s40996-022-00979-7 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_165 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_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 47 2022 1 03 10 469-477
language	English
source	Enthalten in Iranian journal of science and technology 47(2022), 1 vom: 03. Okt., Seite 469-477 volume:47 year:2022 number:1 day:03 month:10 pages:469-477
sourceStr	Enthalten in Iranian journal of science and technology 47(2022), 1 vom: 03. Okt., Seite 469-477 volume:47 year:2022 number:1 day:03 month:10 pages:469-477
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Acoustic wave velocity Deterioration pattern Freeze–thaw cycle Freeze–thaw damage Thermal conductivity
isfreeaccess_bool	false
container_title	Iranian journal of science and technology
authorswithroles_txt_mv	Yu, Qingyang @@aut@@ Lei, Peng @@aut@@ Dai, Zhenxue @@aut@@ Soltanian, Mohamad Reza @@aut@@ Yin, Shangxian @@aut@@ Liu, Wei @@aut@@ Xiong, Ziwei @@aut@@
publishDateDaySort_date	2022-10-03T00:00:00Z
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author	Yu, Qingyang
spellingShingle	Yu, Qingyang misc Acoustic wave velocity misc Deterioration pattern misc Freeze–thaw cycle misc Freeze–thaw damage misc Thermal conductivity Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas
authorStr	Yu, Qingyang
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topic_title	Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas Acoustic wave velocity (dpeaa)DE-He213 Deterioration pattern (dpeaa)DE-He213 Freeze–thaw cycle (dpeaa)DE-He213 Freeze–thaw damage (dpeaa)DE-He213 Thermal conductivity (dpeaa)DE-He213
topic	misc Acoustic wave velocity misc Deterioration pattern misc Freeze–thaw cycle misc Freeze–thaw damage misc Thermal conductivity
topic_unstemmed	misc Acoustic wave velocity misc Deterioration pattern misc Freeze–thaw cycle misc Freeze–thaw damage misc Thermal conductivity
topic_browse	misc Acoustic wave velocity misc Deterioration pattern misc Freeze–thaw cycle misc Freeze–thaw damage misc Thermal conductivity
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
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title	Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas
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title_full	Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas
author_sort	Yu, Qingyang
journal	Iranian journal of science and technology
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author_browse	Yu, Qingyang Lei, Peng Dai, Zhenxue Soltanian, Mohamad Reza Yin, Shangxian Liu, Wei Xiong, Ziwei
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author-letter	Yu, Qingyang
doi_str_mv	10.1007/s40996-022-00979-7
title_sort	damage characteristics of limestone under freeze–thaw cycle for tunnels in seasonal frozen areas
title_auth	Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas
abstract	Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. © The Author(s), under exclusive licence to Shiraz University 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.
abstractGer	Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. © The Author(s), under exclusive licence to Shiraz University 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.
abstract_unstemmed	Abstract Frost heave failure often occurs after the completion of tunnels in seasonal frozen areas. The safe operation of tunnels is impacted by freeze–thaw-damaged surrounding rocks. Therefore, the deterioration mechanism of surrounding rocks during a freeze–thaw cycle in a seasonally frozen area is of great significance for tunnel stability analysis. This study investigates the physical and mechanical characteristics of Houwai tunnel limestone samples after freeze–thaw cycles. Testing was conducted using freeze–thaw cycle tests, which yielded variations in the mass, longitudinal wave velocity, and uniaxial compressive strength of rock samples subjected to freeze–thaw cycles. A rock damage model of the Houwai tunnel was established based on the existing rock damage model combined with the parameters before and after freezing and thawing of the Houwai tunnel limestone after seasonal freeze in the Jilin Province. The relationship between the total damage variable and the strain of limestone was obtained under the freeze–thaw cycle, and the damage deterioration mechanism of the limestone was examined after the freeze–thaw cycle. The mechanical characterization of the deterioration damage of the surrounding rock predicted using the deterioration damage model is of great significance for the determination of freeze–thaw damage and prevention and control of freezing damage in tunnel engineering in seasonally frozen areas. The study on the damage characteristics of limestone in the study area can lay a foundation for the freeze–thaw failure mechanism of tunnels in seasonal frozen area. © The Author(s), under exclusive licence to Shiraz University 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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title_short	Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas
url	https://dx.doi.org/10.1007/s40996-022-00979-7
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author2	Lei, Peng Dai, Zhenxue Soltanian, Mohamad Reza Yin, Shangxian Liu, Wei Xiong, Ziwei
author2Str	Lei, Peng Dai, Zhenxue Soltanian, Mohamad Reza Yin, Shangxian Liu, Wei Xiong, Ziwei
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doi_str	10.1007/s40996-022-00979-7
up_date	2024-07-04T00:59:05.852Z
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Damage Characteristics of Limestone under Freeze–Thaw Cycle for Tunnels in Seasonal Frozen Areas

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