Definition
Engineering properties of rocks are the indices used for comparing the engineering behavior of rocks tested under similar conditions, following standardized procedures.
Introduction
Rocks are significant in engineering construction because (West 1995):
- 1.
They are important building materials with numerous applications in engineering construction.
- 2.
Many engineering structures are built directly on rock, and their stability depends on the stability and quality of the foundation rock.
The engineering properties of rocks determine their behavior as construction materials and as structural foundations. There are two classes of rock properties: (a) intact rock properties and (b) rock mass properties. An intact rock contains no visible discontinuities (joints, bedding, foliation planes, etc.) whereas a rock mass is interrupted by discontinuities. Properties of intact rock are measured on small samples in the laboratory, whereas rock mass properties, being controlled by planes of...
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
American Society for Testing and Materials (ASTM) (2013) Annual book of ASTM standards: soil and rock 4.08 section 4. ASTM International, West Conshohocken
Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech 6(4):189–236
Bieniawski ZT (1973) Engineering classification of jointed rock masses. Trans South Afr Inst Civ Eng 15(12):335–343
Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New York
Broch E, Franklin JA (1972) The point load strength test. Int J Rock Mech Min Sci 9:669–697
Cargill JS, Shakoor A (1990) Evaluation of empirical methods of measuring the uniaxial compressive strength. Int J Rock Mech Min Sci Geomech Abstr 27(6):495–503
Coon RF, Merritt AH (1970) Predicting in situ modulus of deformation using rock quality indexes. In situ testing for rock American Society for Testing and Materials Special Technical Publication. American Society for Testing and Materials (ASTM) self pub 477. pp 154–173
Cording EJ, Hendron AJ Jr, MacPherson HH, Hansmire WH, Jones RA, Mahar JW, O’Rourke TD (1975) Methods of geotechnical observations and instrumentation in tunneling. Report No UILU-ENG 75-2022 1 & 2, Department of Civil Engineering University of Illinois at Urbana-Champaign, Urbana Illinois, p 566
Deere DU (1964) Technical description of cores for engineering purposes. Rock Mech Eng Geol 1:16–22
Deere DU, Miller RP (1966) Engineering classification and index properties for intact rock. Technical Report No AFWL-TR-65-116, University of Illinois, Urbana, p 299
Farmer I (1983) Engineering behavior of rocks, 2nd edn. Chapman and Hall, New York
Franklin JA, Chandra A (1972) The slake durability test. Int J Rock Mech Min Sci 9:325–341
Gonzalez de Vallejo LI, Ferrer M (2011) Geological engineering. CRC Press/Taylor and Francis Group, London, p 678
Hajdarwish A, Shakoor A, Wells NA (2013) Investigating statistical relationships among clay mineralogy index engineering properties and shear strength parameters of mudrocks. Eng Geol 159:45–58
Hoek E, Brown ET (1980) Underground excavation in rock. The Institution of Mining and Metallurgy, London, p 527
International Society for Rock Mechanics (ISRM) (1979) Suggested methods for determining water content porosity density absorption and related properties and swelling and slake durability index properties. Int J Rock Mech Min Sci Geomech Abstr 16(2) Parts 1 and 2:143–156
International Society for Rock Mechanics (ISRM) (2007) In: Ulusay R, Hudson JA (eds) The complete ISRM suggested methods for characterization testing and monitoring: 1974–2006. ISRM Turkish National Group, Ankara, p 628
Johnson RB, De Graff JV (1988) Principles of engineering geology. Wiley, New York, p 497
Onodera TF (1963) Dynamic investigations of foundation rocks in situ. In: Proceedings of 5th US rock mechanics symposium. University of Minnesota, Minnesota, pp 517–533
Patton FD (1966) Multiple modes of shear failure in rock. In: Proceedings of 1st international congress of rock mechanics, Lisbon, pp 509–513
Peck RB, Hanson WE, Thornburn TH (1974) Foundation engineering. Wiley, New York, p 514
Shakoor A, Bonelli RE (1991) Relationship between petrographic characteristics engineering properties and mechanical properties of selected sandstones. Bull Assoc Eng Geol 28(1):55–71
Shakoor A, Barefield EH (2009) Relationship between unconfined compressive strength and degree of saturation for selected sandstones. Environ Eng Geosci XV(1):29–40
Terzaghi K (1946) In: Proctor RV, White T (eds) Rock tunneling with steel supports. Commercial Shearing and Stamping Company, Youngstown, pp 15–99
West TR (1995) Geology applied to engineering. Prentice-Hall, Englewood Cliffs, p 560
Wickham GE, Tiedemann H, Skinner EH (1972) Support determinations based on geologic predictions. In: Proceedings of 1st rapid excavation tunneling conference. American Institute of Mechanical Engineers, pp 43–64
Wyllie DC, Mah CW (2004) Rock slope engineering – civil and mining, 4th edn. Spon Press/Taylor and Francis Group, New York, p 431
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2018 Springer International Publishing AG, part of Springer Nature
About this entry
Cite this entry
Shakoor, A. (2018). Rock Properties. In: Bobrowsky, P.T., Marker, B. (eds) Encyclopedia of Engineering Geology. Encyclopedia of Earth Sciences Series. Springer, Cham. https://doi.org/10.1007/978-3-319-73568-9_246
Download citation
DOI: https://doi.org/10.1007/978-3-319-73568-9_246
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-319-73566-5
Online ISBN: 978-3-319-73568-9
eBook Packages: Earth and Environmental ScienceReference Module Physical and Materials ScienceReference Module Earth and Environmental Sciences