Engineering properties of rocks are the indices used for comparing the engineering behavior of rocks tested under similar conditions, following standardized procedures.
They are important building materials with numerous applications in engineering construction.
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...
- American Society for Testing and Materials (ASTM) (2013) Annual book of ASTM standards: soil and rock 4.08 section 4. ASTM International, West ConshohockenGoogle Scholar
- Bieniawski ZT (1973) Engineering classification of jointed rock masses. Trans South Afr Inst Civ Eng 15(12):335–343Google Scholar
- Bieniawski ZT (1989) Engineering rock mass classifications. Wiley, New YorkGoogle Scholar
- 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 154–173Google Scholar
- 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 566Google Scholar
- Deere DU (1964) Technical description of cores for engineering purposes. Rock Mech Eng Geol 1:16–22Google Scholar
- 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 299Google Scholar
- Gonzalez de Vallejo LI, Ferrer M (2011) Geological engineering. CRC Press/Taylor and Francis Group, London, p 678Google Scholar
- Hoek E, Brown ET (1980) Underground excavation in rock. The Institution of Mining and Metallurgy, London, p 527Google Scholar
- 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 2:143–156Google Scholar
- 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 628Google Scholar
- Johnson RB, De Graff JV (1988) Principles of engineering geology. Wiley, New York, p 497Google Scholar
- Onodera TF (1963) Dynamic investigations of foundation rocks in situ. In: Proceedings of 5th US rock mechanics symposium. University of Minnesota, Minnesota, pp 517–533Google Scholar
- Patton FD (1966) Multiple modes of shear failure in rock. In: Proceedings of 1st international congress of rock mechanics, Lisbon, pp 509–513Google Scholar
- Peck RB, Hanson WE, Thornburn TH (1974) Foundation engineering. Wiley, New York, p 514Google Scholar
- Shakoor A, Bonelli RE (1991) Relationship between petrographic characteristics engineering properties and mechanical properties of selected sandstones. Bull Assoc Eng Geol 28(1):55–71Google Scholar
- Terzaghi K (1946) In: Proctor RV, White T (eds) Rock tunneling with steel supports. Commercial Shearing and Stamping Company, Youngstown, pp 15–99Google Scholar
- West TR (1995) Geology applied to engineering. Prentice-Hall, Englewood Cliffs, p 560Google Scholar
- 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 43–64Google Scholar
- Wyllie DC, Mah CW (2004) Rock slope engineering – civil and mining, 4th edn. Spon Press/Taylor and Francis Group, New York, p 431Google Scholar