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Engineering geological evaluation of some rocks from Akure, Southwestern Nigeria as aggregates for concrete and pavement construction

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EN
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EN
The importance of rocks and rock aggregates cannot be overemphasized in construction and concrete design globally. This study evaluated the physical and mechanical characteristics of fine grained granite, porphyritic granite, quartzite, granite gneiss, migmatite gneiss and charnockite from ten different locations in Akure for their suitability as construction materials. Field observation, water absorption, specific gravity, shape indices, aggregate impact value (AIV), aggregate crushing value (ACV), Los Angeles abrasion value (LAAV), compressive strength, tensile strength and petrography of the selected rocks were evaluated. The field studies indicate fresh outcrops with little signs of weathering. Porphyritic granite shows a higher water absorption value >1%, suggestive of its unsuitability as foundation materials in water logged areas. The higher flakiness and elongation indices of porphyritic granite, quartzite and migmatite gneiss are detrimental to the higher workability and stability of mixes. AIV (14.79–23.52%), ACV (18.32–28.93%) and LAAV (25.22–34.55%) showed that granite, granite gneiss and charnockite have good soundness and hardness with greater resistance to wear. Higher strength values of all the rocks were found to be satisfactory for use in the production of aggregates for civil constructions. Petrographic analysis revealed similarities in the compositions of the rocks, with quartz being the dominant mineral. The results show that all the rock types possess the required quality standards for use as construction aggregates in highway pavements and foundations. Some of the aggregates (GG1, GG2, GF, GC, MG1, CK1 and CK2) are also suitable for bituminous mixes. Quartzite should be avoided in load bearing masonry units due to its lower strength values. The most suitable rocks proven as road and building stones are fine grained granite, granite gneiss and charnockite because of their low water absorption, low flakiness and elongation indices, low abrasion values, higher strength values (tensile strength and unconfined compressive strength) and sound petrographic characters. Thus, adequate knowledge of rocks and rock aggregates is crucial in order to prevent continuous structural failure around the globe and make the environment friendlier.
Wydawca
Rocznik
Strony
31--43
Opis fizyczny
Bibliogr. 44 poz., rys., tab., wykr.
Twórcy
  • Adekunle Ajasin University, Department of Earth Sciences; Akungba-Akoko, Nigeria
Bibliografia
  • AASHTO, 2001. Specific gravity and absorption of coarse aggregate. Technical Specification No. T85, Washington DC.
  • AASHTO M-132, 1987. Standard specification for terms relating to density and specific gravity of solids, liquids and gases. The American Association of State Highway and Transportation Officials.
  • Ajibade A.C. & Fitches W.R., 1988. The Nigerian Precambrian and the Pan-African Orogeny. [in:] Oluyide P.O., Mbonu W.C., Ogezi A.E.O., Egbuniwe I.G., Ajibade A.C. & Umeji A.C. (eds.), Precambrian Geology of Nigeria, Geological Survey of Nigeria, 45–53.
  • ASTM C127-01, 2001. Standard test method for density, relative density (specific density) and absorption of fine aggregate. ASTM International, West Conshohocken, PA.
  • ASTM C131-01, 2001. Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles Machine. ASTM International, West Conshohocken, PA.
  • ASTM C170, 2001. Standard test method for compressive strength of dimension stone, ASTM International.
  • ASTM D5731-02, 2008. Standard test method for determination of the point load strength index of rock and application to rock strength classifications. American Society for Testing and Materials, Pennsylvania, USA.
  • Bell F.G., 2007. Engineering Geology. 2nd ed. Elsevier.
  • BGS, 2013. Construction aggregates: Mineral Planning Fact-sheet. British Geological Survey.
  • BS 812 105.1, 1989. Testing aggregates. Methods for determination of particle shape. Flakiness index. British Standard Institution, London.
  • BS 812 105.2, 1990. Testing aggregates. Methods for determination of particle shape. Elongation index. British Standard Institution, London.
  • BS 882, 1992. Specifications for aggregates from natural sources for concrete and roadstones. British Standard Institution, London.
  • BS 812, Part 2, 1995. Methods for sampling and testing of mineral aggregates, sand and fillers. British Standard Institution, London.
  • Dhir R.K. & Jackson N., 1980. Concrete. [in:] Jackson N. (ed.), Civil Engineering Materials, Macmillan Press, London, 107–202.
  • Egesi N. & Tse C.A., 2012. Engineering-Geological evaluation of rock materials from Bansara, Bamenda Massif Southeastern Nigeria, as aggregates for pavement construction. Geosciences, 2(5), 107–111.
  • Eren O. & Bahali M., 2005. Some engineering properties of natural building cut stones of Cyprus. Construction Building Materials, 19, 213–222.
  • Fowler D.W. & Quiroga P.N., 2003. The effects of aggregate characteristics on the performance of Portland cement concrete. ICAR 104-IF, No. 382, International Centre for Aggregate Research.
  • Franklin B.J. & Young Y., 2000. The modulus of rupture test and its significance for durability for Building stone, Sandstone city, Sidney’s Building stone and other sand-stone geomaterials. [in:] Skilbeck C.G. & Hubble T.C.T. (ed s.), Searching for a sustainable future 15th Australian Geological Convention, Sydney, July 3rd-7th, 2000, University of Technology, Sydney, Abstracts – Geological Society of Australia, 59, Geological Society of Australia, Sydney, 223–226.
  • Ghosh D.K. & Srivastava M., 1991. Point load strength: an index for classification of rock material. Bulletin of International Association of Engineering Geology, 44, 1, 27–33.
  • ISO 14689-1:2003, Geotechnical investigation and testing. Identification and classification of rock, Part 1: identification and description. International Organization for Standardization, Geneva.
  • Jackson N., 1984. Civil Engineering Materials. 2nd ed. Macmillan Press, London.
  • Kadiyali L.R., 1989. Principles and Practice of Highway Engineering. Khanna Publishers, New Delhi.
  • Karakus M. & Tutmez B., 2006. Fuzzy and multiple regression modeling for evaluation of intact rock strength based on point load, Schmidt hammer and sonic velocity. Rock Mechanics and Rock Engineering, 39, 1, 45–57.
  • Kerr P.F., 1977. Optical Mineralogy. 4th ed. McGraw-Hill.
  • Kohno M. & Maeda H., 2011. Estimate of uniaxial compressive strength of hydrothermally altered rocks from northeastern Hokkaido, Japan, based on axial point load strength test results. International Journal of JCRM, 7, 1, 17–23.
  • Liang M., Tonnizam E., Khun M.C. & Alel M.N.A., 2015. Estimating uniaxial compressive strength of tropically weathered sedimentary rock using indirect test. Jurnal Teknologi, 72, 3, 49–58.
  • Mitchell C., 2007. GoodQuarry Production Technology. [on-line:] http://nora.nerc.ac.uk/15899/1/GoodQuarry_Production_Technology.pdf.
  • Murck B.W., 2001. Geology: A Self-teaching Guide Wiley self-teaching guides. John Wiley and Sons.
  • Olarewaju V.O., 1981. Geochemistry of the charnockitic and granitic rocks of the basement complex around Ado-Ekiti – Akure, Southwestern Nigeria. University of London [unpublished Ph.D. thesis].
  • Olorunfemi M.O., Ojo J.S. & Akintunde O.M., 1999. Hydro-geophysical evaluation of the groundwater potential of the Akure metropolis, Southwestern Nigeria. Journal of Mining and Geology, 35, 2, 207–228.
  • Oyinloye A.O., 2011. Geology and Geotectonic Setting of the Basement Complex Rocks in Southwestern Nigeria: Implications on Provenance and Evolution. Earth and Environmental Sciences, 98–117.
  • Rahaman M.A., 1981. Recent Advances in the Study of the Basement Complex of Nigeria. [in:] The Precambrian Geology of Nigeria: (Proceedings of the First Symposium on the Precambrian Geology of Nigeria Organised by the Geological Survey of Nigeria, Under the Auspicies of the Federal Ministry of Mines and Power, from 14th to 17th October 1981 at Durbar Hotel, Kaduna, Geological Survey of Nigeria, 11–43.
  • Rahaman M.A., Emofurieta W.O. & Cean-Vachette M., 1983. The potassic granite of Igbetti area. Further evidence of the polycyclic evolution of the Pan-African belt in Southwestern Nigeria. Journal of Precambrian Resources, 22, 75–92.
  • Rigopoulos I., Tsikouras B., Panagiotis Pomonis P. & Hatzi-panagiotou K., 2010. The influence of alteration on the engineering properties of dolerites: the examples from the Pindos and Vourinos ophiolites (northern Greece). International Journal of Rock Mechanics and Mining Science, 47, 69–80.
  • Siegesmund S. & Torok A., 2011. Building stones. [in:] Siegesmund S. & Snethlage R. (eds.), Stone in Architecture-Properties, Durability, 4th ed., Springer, Berlin, 11–96.
  • Singh G.C., 1991. Highway Engineering. Standard Publishers Distributors, India.
  • Singh T.N., Kainthola A. & Venkatesh A., 2012. Correlation between point load index and uniaxial compressive strength for different rock types. Rock Mechanics and Rock Engineering, 45, 259–264.
  • Smith M.R., 1999. Stone: Building Stone, Rock Fill and Armourstone in Construction. Geological Society of London, London.
  • Smith M.R. & Collis L., 1993. Aggregates: Sand, Gravel and Crushed Rock Aggregate for Construction Purposes. Geological Society, London.
  • Sousa L.M.O., 2012. The influence of the characteristics of the quartz and mineral deterioration on the strength of granitic dimensional stones. Environmental and Earth Sciences, 69, 4, 1333–1346.
  • Tugrul A., 2004. The effect of weathering on pore geometry and compressive strength of selected rock types from Turkey. Engineering Geology, 75, 215–227.
  • Vallejo L.G.D. & Ferrer M., 2011. Geological Engineering. CRC Press.
  • Williamson D.A. & Kuhn C.R., 1988. The unified classification system. [in:] Kirkaldie L. (ed.), Rock classification systems for engineering purposes, ASTM Special Technical Publication, 984, American Society for Testing Materials, Philadelphia, 7–16.
  • Zorlu K., Gokceoglu C., Ocakoglu F., Nefeslioglu H.A. & Acikalin S., 2008. Prediction of uniaxial compressive strength of sandstone using petrography-based models. Engineering Geology, 96(3–4), 141–158.
Uwagi
PL
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSWprzeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
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