nach oben

Erschienen in:

2022 | OriginalPaper | Buchkapitel

8. Strength, Deformability and X-ray Micro CT Observations of Deeply-Buried Marble Under Different Confining Pressures

verfasst von : Sheng-Qi Yang

Erschienen in: Mechanical Behavior and Damage Fracture Mechanism of Deep Rocks

Verlag: Springer Nature Singapore

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

The Jinping II Hydropower Project is located in the upriver of the Yalong River in Sichuan Province, south-western China.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Vorheriges Kapitel Deformation Failure Characteristics of Crystalline Marble Under Triaxial Cyclic Loading

Nächstes Kapitel Deformation and Damage Failure Behaviour of Mudstone Specimens Under Single-Stage and Multi-stage Triaxial Compression

Akbardoost J, Ayatollahi MR (2014) Experimental analysis of mixed mode crack propagation in brittle rocks: the effect of non-singular terms. Eng Fract Mech 129:77–89CrossRef

Aliha MRM (2014) Indirect tensile test assessments for rock materials using 3-D disc-type specimens. Arab J Geosci 7(11):4757–4766CrossRef

Aliha MRM, Ayatollahi MR, Akbardoost J (2012) Typical upper bound-lower bound mixed mode fracture resistance envelopes for rock material. Rock Mech Rock Eng 45(1):65–74CrossRef

Aliha MRM, Hosseinpour GR, Ayatollahi MR (2013) Application of cracked triangular specimen subjected to three-point bending for investigating fracture behavior of rock materials. Rock Mech Rock Eng 46(5):1023–1034CrossRef

Ayatollahi MR, Aliha MRM (2007) Fracture toughness study for a brittle rock subjected to mixed mode I/II loading. Int J Rock Mech Min Sci 44:617–624CrossRef

Chang SH, Lee CI, Jeon S (2002) Measurement of rock fracture toughness under modes I and II and mixed-mode conditions by using disc-type specimens. Eng Geol 66:79–97CrossRef

Fairhurst CE, Hudson JA (1999) Draft ISRM suggested method for the complete stress-strain curve for the intact rock in uniaxial compression. Int J Rock Mech Min Sci 36(3):279–289CrossRef

Feng XT, Chen SL, Zhou H (2004) Real-time computerized tomography (CT) experiments on sandstone damage evolution during triaxial compression with chemical corrosion. Int J Rock Mech Min Sci 41(2):181–192CrossRef

Feng GL, Feng XT, Chen BR, Xiao YX (2015) Microseismic sequences associated with rockbursts in the tunnels of the Jinping II hydropower station. Int J Rock Mech Min Sci 80:89–100CrossRef

Funatsu T, Kuruppu M, Matsui K (2014) Effects of temperature and confining pressure on mixed-mode (I-II) and mode II fracture toughness of Kimachi sandstone. Int J Rock Mech Min Sci 67:1–8CrossRef

Ge XR, Ren JX, Pu YB, Ma W, Zhu YL (2001) Real-in time CT test of the rock meso-damage propagation law. Sci China (Series E) 44(3):328–336CrossRef

Gui YL, Zhao GF, Khalili N (2012) Experimental investigation of desiccation of clayey soils. In: 22^th Australasian conference on the mechanics of structure and materials (ASMSM22), Dec 11–14, Sydney, Australia

Hirono T, Takahashi M, Nakashima S (2003) In situ visualization of fluid flow image within deformed rock by X-ray CT. Eng Geol 70:37–46CrossRef

Huang D, Li YR (2014) Conversion of strain energy in triaxial unloading tests on marble. Int J Rock Mech Min Sci 66:160–168CrossRef

Jaeger JC, Cook NGW, Zimmerman RW (2007) Fundamentals of rock mechanics (4th edn). Blackwell Publishing

Jiang Q, Feng XT, Xiang TB, Su GS (2010) Rockburst characteristics and numerical simulation based on a new energy index: a case study of a tunnel at 2500 m depth. Bull Eng Geol Environ 69:381–388CrossRef

Kawakata H, Cho A, Kiyama T, Yanagidani T, Kusunose K, Shimada M (1999) Three-dimensional observations of faulting process in Westerly granite under uniaxial and triaxial conditions by X-ray CT scan. Tectonophysics 313:293–305CrossRef

Li SJ, Feng XT, Li ZH (2012) Evolution of fractures in the excavation damaged zone of a deeply buried tunnel during TBM construction. Int J Rock Mech Min Sci 55(10):125–138CrossRef

Li SJ, Feng XT, Li ZH, Chen BR, Zhang CQ, Zhou H (2012) In situ monitoring of rockburst nucleation and evolution in the deeply buried tunnels of Jinping II hydropower station. Eng Geol 137(138):85–96CrossRef

Li XP, Zhao H, Wang B, Xiao TL (2013) Mechanical properties of deep-buried marble material under loading and unloading tests. J Wuhan Univ Technol-Mat 28(3):514–520CrossRef

Meier T, Rybacki E, Backers T, Dresen G (2014) Influence of bedding angle on borehole stability: a laboratory investigation of transverse isotropic oil shale. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-014-0654-1CrossRef

Qiu SL, Feng XT, Xiao JQ, Zhang CQ (2014) An experimental study on the pre-peak unloading damage evolution of marble. Rock Mech Rock Eng 47:401–409CrossRef

Sufian A, Russell AR (2013) Microstructural pore changes and energy dissipation in Gosford sandstone during pre-failure loading using X-ray CT. Int J Rock Mech Min Sci 57:119–131CrossRef

Wu SY, Shen MB, Wang J (2010) Jinping hydropower project: main technical issues on engineering geology and rock mass. Bull Eng Geol Environ 69:325–332CrossRef

Yang SQ, Jiang YZ, Xu WY, Chen XQ (2008) Experimental investigation on strength and failure behavior of pre-cracked marble under conventional triaxial compression. Int J Solids Struct 45:4796–4819CrossRef

Yang SQ, Dai YH, Han LJ, Jin ZQ (2009) Experimental study on mechanical behavior of brittle marble samples containing different flaws under uniaxial compression. Eng Fract Mech 76:1833–1845CrossRef

Yang SQ, Xu P, Ranjith PG, Chen GF, Jing HW (2015) Evaluation of creep mechanical behavior of deep-buried marble under triaxial cyclic loading. Arab J Geosci 8:6567–6582CrossRef

Yang SQ, Ranjith PG, Huang YH, Yin PF, Jing HW, Gui YL, Yu QL (2015) Experimental investigation on mechanical damage characteristics of sandstone under triaxial cyclic loading. Geophys J Int 201:662–682CrossRef

Yang SQ, Ju Y, Gao F, Gui YL (2016) Strength, deformability and X-ray micro-CT observations of deeply buried marble under different confining pressures. Rock Mech Rock Eng 49(11):4227–4244CrossRef

Zhao GF, Russell AR, Zhao XB, Khalili N (2014) Strain rate dependency of uniaxial tensile strength in Gosford sandstone by the Distinct Lattice Spring Model with X-ray micro CT. Int J Solids Struct 51:1587–1600CrossRef

Titel: Strength, Deformability and X-ray Micro CT Observations of Deeply-Buried Marble Under Different Confining Pressures
verfasst von: Sheng-Qi Yang
Verlag: Springer Nature Singapore
Buch: Mechanical Behavior and Damage Fracture Mechanism of Deep Rocks
Print ISBN: 978-981-16-7738-0

Electronic ISBN: 978-981-16-7739-7

Copyright-Jahr: 2022
DOI: https://doi.org/10.1007/978-981-16-7739-7_8