nach oben

Rock Mechanics and Rock Engineering

Erschienen in:

12.05.2023 | Technical Note

On the Measurement of B for a Sandstone

verfasst von: Pouyan Asem, Joseph F. Labuz

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 8/2023

Einloggen

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

search-config

KI-gestützte Suche

Aus

Highlights

Laboratory experiments were designed to measure Skempton coefficient B for Dunnville sandstone using small and large specimens.
The pore volume V_p of the small specimen was on the same order as the system volume V_l, while V_p of the large specimen was 100 times V_l.
The large specimen provided a direct measurement of B.
For Dunnville sandstone, Skempton coefficient B calculated with the appropriate poroelastic model and material parameters agrees with the measured B.

Vorheriger Artikel Loading Rate and Mineralogical Controls on Tensile Strength of Rocks: A Machine Learning View

Nächster Artikel Extensive Propagation of 3D Wing Cracks Under Compression

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

Asem P, Fuselier H, Labuz JF (2021) On a four-parameter linear failure criterion. Rock Mech Rock Eng 54:3369–3376CrossRef

Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164CrossRef

Biot MA, Willis DG (1957) The elastic coefficients of the theory of consolidation. J Appl Mech 24:594–601CrossRef

Bishop AW (1973) The influence of an undrained change in stress on the pore pressure in porous media of low compressibility. Geotechnique 23(3):435–442CrossRef

Bishop AW (1976) The influence of system compressibility on the observed pore-pressure response to an undrained change in stress in saturated rock. Geotechnique 26(2):371–375CrossRef

Black DK, Lee KL (1973) Saturating laboratory samples by back pressure. J Soil Mech Found Div 99(1):75–93CrossRef

Brace WF (1965) Some new measurements of linear compressibility of rocks. J Geophys Res 70(2):391–398CrossRef

Brown ET (1981) Rock characterization, testing and monitoring: ISRM suggested methods. International Society for Rock Mechanics

Brown RJS, Korringa J (1975) On the dependence of the elastic properties of a porous rock on the compressibility of the pore fluid. Geophysics 40(4):608–616CrossRef

Cheng AHD (2021) Intrinsic material constants of poroelasticity. Int J Rock Mech Min Sci 142(2021):104754CrossRef

Coussy O (2010) Mechanics and physics of porous solids. Wiley, New YorkCrossRef

Coyner KB (1984) Effects of stress, pore pressure, and pore fluids on bulk strain, velocity and permeability in rocks. PhD, Massachusetts Institute of Technology, Massachusetts, United States.

Detournay E, Cheng AHD (1993) Fundamentals of poroelasticity. In: Fairhurst C (ed) Comprehensive rock engineering: principles, pp 113–171

Fredlund DG (1976) Density and compressibility characteristics of air–water mixtures. Can Geotech J 13(4):386–396CrossRef

Gassmann F (1951) Über die elastizität poröser medien. Vierteljahrsschrift der naturforschenden Gesellschaft in Zürich 96:1–23

Ghabezloo S, Sulem J (2010) Effect of the volume of the drainage system on the measurement of undrained thermo-poro-elastic parameters. Int J Rock Mech Min Sci 2010(47):60–68CrossRef

Lee KL, Black DK (1972) Time to dissolve air bubble in drain line. J Soil Mech Found Eng Div 98(2):181–194CrossRef

Nur M, Byerlee JD (1971) An exact effective stress law for elastic deformation of rock with fluids. J Geophys Res 76(26):6414–6419CrossRef

Pimienta L, Fortin J, Guéguen Y (2017) New method for measuring compressibility and poroelasticity coefficients in porous and permeable rocks. J Geophys Res Solid Earth 122(4):2670–2689CrossRef

Rice JR, Cleary MP (1976) Some basic stress-diffusion solutions for fluid saturated elastic porous media with compressible constituents. Rev Geophys Space Phys 14(2):227–241CrossRef

Skempton AW (1954) The pore-pressure coefficients A and B. Geotechnique 4(4):143–147CrossRef

Todd T (1973) Effect of cracks on elastic properties of low porosity rocks. Ph.D. Thesis, Massachusetts Institute of Technology, Massachusetts

Todd T, Simmons G (1972) Effect of pore pressure on the velocity of compressional waves in low-porosity rocks. J Geophys Res 77(20):3731–3743CrossRef

Trimmer D, Bonner B, Heard HC, Duba A (1980) Effect of pressure and stress on water transport in intact and fractured gabbro and granite. J Geophys Res Solid Earth 85(B12):7059–7071CrossRef

Wang HF (2000) Theory of linear poroelasticity with applications to geomechanics and hydrogeology. Princeton University Press, Princeton

Wissa AEZ (1969) Pore pressure measurement in saturated stiff soils. J Soil Mech Found Div 95(4):1063–1073CrossRef

Wissler TM, Simmons G (1985) The physical properties of a set of sandstones—Part II. Permanent and elastic strains during hydrostatic compression to 200 MPa. Int J Rock Mech Min Sci 22(6):393–406CrossRef

Zimmerman RW, Haraden JL, Somerton WH (1985) The effects of pore pressure and confining pressure on pore and bulk volume compressibilities of consolidated sandstones. “Measurement of Rock Properties at Elevated Pressures and Temperatures.” HJ Pincus and E Hoskins, eds., ASTM Spec. Tech. Publ. 869:24–36

Titel: On the Measurement of B for a Sandstone
verfasst von: Pouyan Asem
Joseph F. Labuz
Publikationsdatum: 12.05.2023
Verlag: Springer Vienna
Erschienen in: Rock Mechanics and Rock Engineering / Ausgabe 8/2023
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI: https://doi.org/10.1007/s00603-023-03361-9

Springer Professional

Highlights

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 8/2023

Theoretical Study of the Mesoscopic Mechanism of Rock Fractures During Normal Deformation

Creep Properties of Shale and Predicted Impact on Proppant Embedment for the Caney Shale, Oklahoma

Modeling and Prediction of Temporal Biogeomechanical Properties Using Novel Machine Learning Approach

Fracture Precursor Recognition and Damage Quantitative Characterization of Stressed Rock Using Infrared Radiation

Loading Rate and Mineralogical Controls on Tensile Strength of Rocks: A Machine Learning View

Hybrid Data-Driven Polyaxial Rock Strength Meta Model