nach oben

Geotechnical and Geological Engineering

Erschienen in:

24.07.2017 | Technical Note

Permeability Evolution in Granite Under Compressive Stress Condition

verfasst von: Yulong Chen

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 1/2018

Einloggen

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

search-config

KI-gestützte Suche

Aus

Abstract

This paper presents the permeability of the granite in response to triaxial compressive test. The relationship between permeability and deformation is analyzed in detail. The results show that the permeability–axial strain curve exhibits five stages: (I) initial compaction stage, (II) elastic deformation stage, (III) yield deformation stage, (IV) stress sharp drop stage and (V) residual stress stage. It is found that the permeability decreases when confining pressure is larger and it increases when pore water pressure is larger. The permeability decreases at the stage of volumetric compaction and increases at the stage of volumetric dilation.

Vorheriger Artikel Predicting Underground Strata Movements Model with Considering Key Strata Effects

Nächster Artikel Strength Prediction Model of Cemented Backfill and Inversion Calculation of Cement Consumption

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

Baghbanan A, Jing L (2008) Stress effects on permeability in a fractured rock mass with correlated fracture length and aperture. Int J Rock Mech Min Sci 45(8):1320–1334CrossRef

Bai M, Meng F, Elsworth D et al (1999) Numerical modelling of coupled flow and deformation in fractured rock specimens. Int J Numer Anal Methods Geomech 23(2):141–160CrossRef

Brace WF, Walsh JB, Frangos WT (1968) Permeability of granite under high pressure. J Geophys Res 73(6):2225–2236CrossRef

Chen HD, Cheng YP, Zhou HX et al (2013) Damage and permeability development in coal during unloading. Rock Mech Rock Eng 46(6):1377–1390CrossRef

Heiland J (2003) Laboratory testing of coupled hydro-mechanical processes during rock deformation. Hydrogeol J 11(1):122–141CrossRef

Koh J, Roshan H, Rahman SS (2011) A numerical study on the long term thermo-poroelastic effects of cold water injection into naturally fractured geothermal reservoirs. Comput Geotech 38(5):669–682CrossRef

Liu Z, Shao J, Xie S et al (2015) Gas permeability evolution of clayey rocks in process of compressive creep test. Mater Lett 139:422–425CrossRef

Min KB, Rutqvist J, Tsang CF et al (2004) Stress-dependent permeability of fractured rock masses: a numerical study. Int J Rock Mech Min Sci 41(7):1191–1210

Rutqvist J, Stephansson O (2003) The role of hydromechanical coupling in fractured rock engineering. Hydrogeol J 11(1):7–40CrossRef

Rutqvist J, Leung C, Hoch A et al (2013) Linked multicontinuum and crack tensor approach for modeling of coupled geomechanics, fluid flow and transport in fractured rock. J Rock Mech Geotech Eng 5(1):18–31CrossRef

Shao JF, Zhou H, Chau KT (2005) Coupling between anisotropic damage and permeability variation in brittle rocks. Int J Numer Anal Meth Geomech 29(12):1231–1247CrossRef

Siriwardane H, Haljasmaa I, McLendon R et al (2009) Influence of carbon dioxide on coal permeability determined by pressure transient methods. Int J Coal Geol 77(1):109–118CrossRef

Souley M, Homand F, Pepa S et al (2001) Damage-induced permeability changes in granite: a case example at the URL in Canada. Int J Rock Mech Min Sci 38(2):297–310CrossRef

Wang S, Elsworth D, Liu J (2011) Permeability evolution in fractured coal: the roles of fracture geometry and water-content. Int J Coal Geol 87(1):13–25CrossRef

Wang H, Chu W, Miao HE (2012) Anisotropic permeability evolution model of rock in the process of deformation and failure. J Hydrodyn Ser B 24(1):25–31CrossRef

Wang H, Xu W, Shao J et al (2014) The gas permeability properties of low-permeability rock in the process of triaxial compression test. Mater Lett 116:386–388CrossRef

Zhang Y, Shao JF, Xu WY et al (2015) Creep behaviour and permeability evolution of cataclastic sandstone in triaxial rheological tests. Eur J Environ Civ Eng 19(4):496–519CrossRef

Titel: Permeability Evolution in Granite Under Compressive Stress Condition
verfasst von: Yulong Chen
Publikationsdatum: 24.07.2017
Verlag: Springer International Publishing
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 1/2018
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-017-0313-x

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

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

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Weitere Artikel der Ausgabe 1/2018

Effect of Void Ratio on K 0 of a Sand by Means of Triaxial Stress-Path Testing

Influence of Gassing Agent and Density on Detonation Velocity of Bulk Emulsion Explosives

Numerical Analysis of Simulation Accuracy for Seepage Change in One-Dimensional Layer Under Low-Frequency Wave

Laboratory Study of the Effect of Degrees of Saturation on Lime Concrete Resistance Due to the Groundwater Level Increment

Predicting Underground Strata Movements Model with Considering Key Strata Effects

Visco-elastic–Plastic Creep Constitutive Relation of Tunnels in Soft Schist