Long-term creep behavior of deep-buried marble under different confining pressures

To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly high...
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Autor*in:	Zha Ersheng [verfasserIn] Zhang Ru [verfasserIn] Zhang Zetian [verfasserIn] Ren Li [verfasserIn] Zhang Wenju [verfasserIn] Jia Zheqiang [verfasserIn] Liu Yang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	different confining pressures deep-buried marble long-term creep mechanical behavior

Übergeordnetes Werk:	In: Thermal Science - VINCA Institute of Nuclear Sciences, 2006, 23(2019), Suppl. 3, Seite 653-660
Übergeordnetes Werk:	volume:23 ; year:2019 ; number:Suppl. 3 ; pages:653-660

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.2298/TSCI180615078Z

Katalog-ID:	DOAJ055314163

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520			\|a To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns.
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spelling	10.2298/TSCI180615078Z doi (DE-627)DOAJ055314163 (DE-599)DOAJe5cd8d2eb6e34f21b9820adbf70c3a4b DE-627 ger DE-627 rakwb eng TJ1-1570 Zha Ersheng verfasserin aut Long-term creep behavior of deep-buried marble under different confining pressures 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns. different confining pressures deep-buried marble long-term creep mechanical behavior Mechanical engineering and machinery Zhang Ru verfasserin aut Zhang Zetian verfasserin aut Ren Li verfasserin aut Zhang Wenju verfasserin aut Jia Zheqiang verfasserin aut Liu Yang verfasserin aut In Thermal Science VINCA Institute of Nuclear Sciences, 2006 23(2019), Suppl. 3, Seite 653-660 (DE-627)514240016 (DE-600)2241319-4 23347163 nnns volume:23 year:2019 number:Suppl. 3 pages:653-660 https://doi.org/10.2298/TSCI180615078Z kostenfrei https://doaj.org/article/e5cd8d2eb6e34f21b9820adbf70c3a4b kostenfrei http://www.doiserbia.nb.rs/img/doi/0354-9836/2019/0354-98361900078Z.pdf kostenfrei https://doaj.org/toc/0354-9836 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 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_2027 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 23 2019 Suppl. 3 653-660
allfields_unstemmed	10.2298/TSCI180615078Z doi (DE-627)DOAJ055314163 (DE-599)DOAJe5cd8d2eb6e34f21b9820adbf70c3a4b DE-627 ger DE-627 rakwb eng TJ1-1570 Zha Ersheng verfasserin aut Long-term creep behavior of deep-buried marble under different confining pressures 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns. different confining pressures deep-buried marble long-term creep mechanical behavior Mechanical engineering and machinery Zhang Ru verfasserin aut Zhang Zetian verfasserin aut Ren Li verfasserin aut Zhang Wenju verfasserin aut Jia Zheqiang verfasserin aut Liu Yang verfasserin aut In Thermal Science VINCA Institute of Nuclear Sciences, 2006 23(2019), Suppl. 3, Seite 653-660 (DE-627)514240016 (DE-600)2241319-4 23347163 nnns volume:23 year:2019 number:Suppl. 3 pages:653-660 https://doi.org/10.2298/TSCI180615078Z kostenfrei https://doaj.org/article/e5cd8d2eb6e34f21b9820adbf70c3a4b kostenfrei http://www.doiserbia.nb.rs/img/doi/0354-9836/2019/0354-98361900078Z.pdf kostenfrei https://doaj.org/toc/0354-9836 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 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_2027 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 23 2019 Suppl. 3 653-660
allfieldsGer	10.2298/TSCI180615078Z doi (DE-627)DOAJ055314163 (DE-599)DOAJe5cd8d2eb6e34f21b9820adbf70c3a4b DE-627 ger DE-627 rakwb eng TJ1-1570 Zha Ersheng verfasserin aut Long-term creep behavior of deep-buried marble under different confining pressures 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns. different confining pressures deep-buried marble long-term creep mechanical behavior Mechanical engineering and machinery Zhang Ru verfasserin aut Zhang Zetian verfasserin aut Ren Li verfasserin aut Zhang Wenju verfasserin aut Jia Zheqiang verfasserin aut Liu Yang verfasserin aut In Thermal Science VINCA Institute of Nuclear Sciences, 2006 23(2019), Suppl. 3, Seite 653-660 (DE-627)514240016 (DE-600)2241319-4 23347163 nnns volume:23 year:2019 number:Suppl. 3 pages:653-660 https://doi.org/10.2298/TSCI180615078Z kostenfrei https://doaj.org/article/e5cd8d2eb6e34f21b9820adbf70c3a4b kostenfrei http://www.doiserbia.nb.rs/img/doi/0354-9836/2019/0354-98361900078Z.pdf kostenfrei https://doaj.org/toc/0354-9836 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 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_2027 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 23 2019 Suppl. 3 653-660
allfieldsSound	10.2298/TSCI180615078Z doi (DE-627)DOAJ055314163 (DE-599)DOAJe5cd8d2eb6e34f21b9820adbf70c3a4b DE-627 ger DE-627 rakwb eng TJ1-1570 Zha Ersheng verfasserin aut Long-term creep behavior of deep-buried marble under different confining pressures 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns. different confining pressures deep-buried marble long-term creep mechanical behavior Mechanical engineering and machinery Zhang Ru verfasserin aut Zhang Zetian verfasserin aut Ren Li verfasserin aut Zhang Wenju verfasserin aut Jia Zheqiang verfasserin aut Liu Yang verfasserin aut In Thermal Science VINCA Institute of Nuclear Sciences, 2006 23(2019), Suppl. 3, Seite 653-660 (DE-627)514240016 (DE-600)2241319-4 23347163 nnns volume:23 year:2019 number:Suppl. 3 pages:653-660 https://doi.org/10.2298/TSCI180615078Z kostenfrei https://doaj.org/article/e5cd8d2eb6e34f21b9820adbf70c3a4b kostenfrei http://www.doiserbia.nb.rs/img/doi/0354-9836/2019/0354-98361900078Z.pdf kostenfrei https://doaj.org/toc/0354-9836 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_206 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2005 GBV_ILN_2006 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_2027 GBV_ILN_2031 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2061 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_2190 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 23 2019 Suppl. 3 653-660
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authorswithroles_txt_mv	Zha Ersheng @@aut@@ Zhang Ru @@aut@@ Zhang Zetian @@aut@@ Ren Li @@aut@@ Zhang Wenju @@aut@@ Jia Zheqiang @@aut@@ Liu Yang @@aut@@
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callnumber-first	T - Technology
author	Zha Ersheng
spellingShingle	Zha Ersheng misc TJ1-1570 misc different confining pressures misc deep-buried misc marble misc long-term misc creep mechanical behavior misc Mechanical engineering and machinery Long-term creep behavior of deep-buried marble under different confining pressures
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topic_title	TJ1-1570 Long-term creep behavior of deep-buried marble under different confining pressures different confining pressures deep-buried marble long-term creep mechanical behavior
topic	misc TJ1-1570 misc different confining pressures misc deep-buried misc marble misc long-term misc creep mechanical behavior misc Mechanical engineering and machinery
topic_unstemmed	misc TJ1-1570 misc different confining pressures misc deep-buried misc marble misc long-term misc creep mechanical behavior misc Mechanical engineering and machinery
topic_browse	misc TJ1-1570 misc different confining pressures misc deep-buried misc marble misc long-term misc creep mechanical behavior misc Mechanical engineering and machinery
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title	Long-term creep behavior of deep-buried marble under different confining pressures
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title_full	Long-term creep behavior of deep-buried marble under different confining pressures
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title_sort	long-term creep behavior of deep-buried marble under different confining pressures
callnumber	TJ1-1570
title_auth	Long-term creep behavior of deep-buried marble under different confining pressures
abstract	To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns.
abstractGer	To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns.
abstract_unstemmed	To explore the long-term creep behavior of deep rock, the long-term tri-axial creep mechanical behavior of the rock under different confining pressures has been carried out. The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. These research results have certain reference significance for the long-term stability analysis of the deep underground caverns.
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container_issue	Suppl. 3
title_short	Long-term creep behavior of deep-buried marble under different confining pressures
url	https://doi.org/10.2298/TSCI180615078Z https://doaj.org/article/e5cd8d2eb6e34f21b9820adbf70c3a4b http://www.doiserbia.nb.rs/img/doi/0354-9836/2019/0354-98361900078Z.pdf https://doaj.org/toc/0354-9836
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up_date	2024-07-03T14:14:33.295Z
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The results show that the instantaneous strain and creep strain of the high confining pressure specimen are significantly higher than that of the low confining pressure specimen under high deviatoric stress. By analyzing the failure characteristics of different confining pressure specimens, it is found that with the increase of the confining pressure, the creep failure characteristics of the marble transforms from tensile failure to shear failure. 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Long-term creep behavior of deep-buried marble under different confining pressures

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