Assessment of Bholari River Sand for its Geotechnical Characterization as Fine Aggregate

Authors

  • Adnan Khan Department of Geology, University of Karachi
  • Salman Arif Department of Geology, University of Karachi
  • Sumaira Asif Khan Department of Geology, University of Karachi

DOI:

https://doi.org/10.30564/hsme.v4i1.4553

Abstract

Present study is aimed at assessment of Bholari river sand for its geotechnical characterization and suitability as fine aggregate which is being quarried in Jamshoro district, Sindh, Pakistan. For this purpose, sand samples (n=11) were collected from quarry sites and main river channel. Physical properties reveal that Bholari sand is mainly coarse to fine in size (0.2 mm-5 mm). Average values of fineness modulus, specific gravity, bulk density and void content of collected samples are 2.58, 2.56, 1659.90 kg/m3 and 35.12% respectively which varied within the corresponding permissible ranges of ACI (American Concrete Institute). Carbonate content of about 57.59% is also in agreement with corresponding range for fine aggregate. Petrographic examination revealed that Bholari River sand mainly comprises of quartz and rock fragments with subordinate limestone fragments. As per classification of Dott (1964), Bholari sand is lithic arenite where quartz (50%) occurs as main mineral followed by rock fragments (30%), feldspars (15%) and other opaque minerals (5%). Texturally, the sediments are angular (77%) to sub-round (33%). All these physical properties lie within the range set by National Highway Authority (NHA) and American Standard of Testing Material (ASTM). It is concluded that Bholari River sand is suitable for use in concrete mixed with cement and asphalt.

Keywords:

River sand, Bholari, geotechnical characterization, fine aggregate

References

[1] Mitchell, J.K., Soga, K., 2005. Fundamentals of soil behavior. New York: John Wiley & Sons. 3.

[2] Vilane, B.R.T., Sabelo, N., 2016. The effect of aggregate size on the compressive strength of concrete. Journal of Agricultural Science and Engineering. 2(6), 66-69.

[3] Shrestha, S., Tamrakar, N.K., 2013. Geotechnical properties of construction aggregates from the Trishuli Ganga River, Galchi area, Central Nepal. Bulletin of the Department of Geology. 16, 43-52.

[4] Croney, D., Croney, P., 1991. The design and performance of road pavements.

[5] Monismith, C.L., 1998. Asphalt Concrete: An Extraordinary Material for Engineering Applications.

[6] DIANE Publishing.

[7] Neville, A.M., 2012. Properties of Concrete (4th Ed). Pearson Education Asia Pte. Ltd. Edinburgh, UK. pp. 1-872.

[8] Khan, Z.K., 2000. Study of the Geology of Kirana Group, Central Punjab and Evaluation of Its Utilization and Economic Potential as Aggregate (Doctoral Dissertation, University of the Punjab, Lahore, Pakistan).

[9] Lyons, A., 2014. Materials for architects and builders. Rutledge.

[10] Edem, C.A., Malu, S.P., Ita, B.I., 2014. Characterization and beneficiation of the glass making potentials of silica sand deposit from River Benue North Central Nigeria. Journal of Natural Sciences Research. 4(19), 49-58.

[11] Deka, B.P., Gogoi, S., Chakrabarty, D., et al., 2017. A Comparative Study of Geotechnical Properties of Two Major Tributaries (Dhansiri and Burhidihing) of River Brahmaputra as a Source of Construction Material (fine aggregates), International Journal of Innovative Research in Science, Engineering and Technology. 6(5), 9086-9093.

[12] Padmalal, D., Maya, K., 2014. Sand mining: environmental impacts and selected case studies. Springer.

[13] Al-Harthy, A.S., Halim, M.A., Taha, R., et al., 2007. The properties of concrete made with fine dune sand. Construction and Building Materials. 21(8), 1803- 1808.

[14] Seif, A., 2015. Geotechnical approach to evaluate natural fine aggregates concrete strength, Sohag,

[15] Governorate, Upper Egypt. Arabian Journal of Geosciences. 8(9), 7565-7575.

[16] Blanford, W.T., 1876. On the geology of Sind. Ibid, Recs. 9, 8-22.

[17] Shah, S.M.I., 1977. Geological Survey of Stratigraphy of Pakistan, Memoirs. Pakistan. 12.

[18] Medlicott, H.B., 1864. On the geological Structure and relations of the Himalayan ranges, between the rivers Ganges and Ravee. Memoirs of the Geological Survey. India. 3, 102.

[19] Williams, M.D., 1959. 19. Stratigraphy of the Lower Indus Basin, West Pakistan. In 5th World petroleum congress. OnePetro.

[20] Raza, S.M., Barry, J.C., Meyer, G.E., et al., 1984. Preliminary report on the geology and vertebrate fauna of the Miocene Manchar Formation, Sind, Pakistan. Journal of Vertebrate Paleontology. 4(4), 584- 599.

[21] Folk, R.L., 1980. Petrology of sedimentary rocks. Hemphill publishing company.

[22] BSI (British Standards Institution), 1990. Testing aggregates—Methods for determination of aggregate crushing value (ACV).

[23] Zhao, B., Wang, J., Coop, M.R., et al., 2015. An investigation of single sand particle fracture using X-ray micro-tomography. Géotechnique. 65(8), 625-641.

[24] Pathan, M.A., 2021. Comparative Analysis of Engineering Properties of Indus River Sand Concrete with Quarry Dust Concrete, District Jamshoro Sindh Pakistan. Journal Of Civil Engineering And Management. 5(3), 74-78.

[25] Suliman, Y.G., Napiah, M.B., Kamaruddin, I., 2011. Effect of Fine Aggregate Physical Properties on the Engineering Properties of Conventional and Polymer-Modified Bituminous Mixtures. Transportation Research Record. 2205(1), 20-27.

[26] Munir, M.J., Qazi, A.U., Kazmi, S.M., et al., 2016. A literature review on alkali silica reactivity of concrete 35 Hydro Science & Marine Engineering | Volume 04 | Issue 01 | April 2022 in Pakistan. Pakistan Journal of Science. 68(1).

[27] Alexander, M., Mindess, S., 2005. Aggregates in concrete. CRC Press.

[28] Abo-Qudais, S., Al-Shweily, H., 2007. Effect of aggregate properties on asphalt mixtures stripping and creep behavior. Construction and Building Materials. 21(9), 1886-1898.

[29] Al-Harthy, A.S., Halim, M.A., Taha, R., et al., 2007. The properties of concrete made with fine dune sand. Construction and Building Materials. 21(8), 1803- 1808.

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Vol. 4 , Iss. 1 (April 2022)

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