Jump to content

Discontinuity (geotechnical engineering)

Edit links
From Wikipedia, the free encyclopedia

This is an old revision of this page, as edited by Citation bot (talk | contribs) at 02:50, 18 February 2023 (Alter: number, isbn. Add: s2cid. Formatted dashes. Upgrade ISBN10 to 13. | Use this bot. Report bugs. | Suggested by Abductive | Category:Soil mechanics | #UCB_Category 7/77). The present address (URL) is a permanent link to this revision, which may differ significantly from the current revision.

A discontinuity in geotechnical engineering (in geotechnical literature often denoted by joint) is a plane or surface that marks a change in physical or chemical characteristics in a soil or rock mass. A discontinuity can be, for example, a bedding, schistosity, foliation, joint, cleavage, fracture, fissure, crack, or fault plane. A division is made between mechanical and integral discontinuities. Discontinuities may occur multiple times with broadly the same mechanical characteristics in a discontinuity set, or may be a single discontinuity. A discontinuity makes a soil or rock mass anisotropic.[1][2][3][4][5]

Mechanical

A mechanical discontinuity is a plane of physical weakness where the tensile strength perpendicular to the discontinuity or the shear strength along the discontinuity is lower than that of the surrounding soil or rock material.

Integral

An integral discontinuity is a discontinuity that is as strong as the surrounding soil or rock material. Integral discontinuities can change into mechanical discontinuities due to physical or chemical processes (e.g. weathering) that change the mechanical characteristics of the discontinuity.

Set or family

Various geological processes create discontinuities at a broadly regular spacing. For example, bedding planes are the result of a repeated sedimentation cycle with a change of sedimentation material or change in structure and texture of the sediment at regular intervals, folding creates joints at regular separations to allow for shrinkage or expansion of the rock material, etc. Normally discontinuities with the same origin have broadly the same characteristics in terms of shear strength,[6][7] spacing between discontinuities,[8] roughness, infill, etc. The orientations of discontinuities with the same origin are related to the process that has created them and to the geological history of the rock mass. A discontinuity set or family denotes a series of discontinuities for which the geological origin (history, etc.), the orientation, spacing, and the mechanical characteristics (shear strength, roughness, infill material, etc.) are broadly the same.

Single

A discontinuity may exist as a single feature (e.g. fault, isolated joint or fracture) and in some circumstances, a discontinuity is treated as a single discontinuity although it belongs to a discontinuity set, in particular if the spacing is very wide compared to the size of the engineering application or to the size of the geotechnical unit.

Characterization

Various international standards exist to describe and characterize discontinuities in geomechanical terms, such as ISO 14689-1:2003[9] and ISRM.[1]

See also

References

  1. ^ a b ISRM (2007). Ulusay, R.; Hudson, J.A. (eds.). The Blue Book - The Complete ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 1974-2006. Ankara: ISRM & ISRM Turkish National Group. p. 628. ISBN 978-975-93675-4-1.
  2. ^ Price, D.G. (2008). De Freitas, M.H. (ed.). Engineering Geology: Principles and Practice. Springer. p. 450. ISBN 978-3-540-29249-4.
  3. ^ Laubscher, D.H. (1990). "A geomechanics classification system for rating of rock mass in mine design". Journal South African Institute of Mining and Metallurgy. 90 (10): 257–273. ISSN 0038-223X.
  4. ^ Hack, H.R.G.K. (1998) [1996]. Slope Stability Probability Classification (SSPC) (PDF). ITC publication 43. Technical University Delft & Twente University - International Institute for Aerospace Survey and Earth Sciences (ITC Enschede), Netherlands. p. 258. ISBN 90-6164-154-3.
  5. ^ Hack, H.R.G.K.; Price, D.; Rengers, N. (2003). "A new approach to rock slope stability – a probability classification (SSPC)". Bulletin of Engineering Geology and the Environment. 62 (2): 167–184. doi:10.1007/s10064-002-0155-4. S2CID 140693335.
  6. ^ Barton, N.R.; Choubey, V. (1977). "The shear strength of rock joints in theory and in practice". International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 10 (1–2): 1–54. Bibcode:1977RMFMR..10....1B. doi:10.1007/BF01261801. S2CID 137141629.
  7. ^ Hack, H.R.G.K.; Price, D.G. (September 25–29, 1995). Fujii, T. (ed.). Determination of discontinuity friction by rock mass classification (PDF). Proceedings 8th International Society for Rock Mechanics (ISRM) congress. Vol. 3. Tokyo, Japan: Balkema, Rotterdam, Taylor & Francis. pp. 23–27. ISBN 978-90-5410-576-3.
  8. ^ Priest, S.D.; Hudson, J.A. (1976). "Discontinuity spacings in rock". International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 13 (5): 135–148. doi:10.1016/0148-9062(76)90818-4.
  9. ^ ISO 14689-1:2003 (2003). Geotechnical investigation and testing. Identification and classification of rock. Part 1: Identification and description. International Organization for Standardization (ISO). p. 21. doi:10.1007/s10064-002-0155-4. S2CID 140693335.{{cite book}}: CS1 maint: numeric names: authors list (link)

Further reading

Retrieved from "https://en.wikipedia.org/w/index.php?title=Discontinuity_(geotechnical_engineering)&oldid=1140033834"