[go: up one dir, main page]

IDEAS home Printed from https://ideas.repec.org/a/aoj/areaes/v6y2019i1p28-37id1034.html
   My bibliography  Save this article

Engineering Properties of Some Basement Rocks of Nigeria as Aggregate in Civil Engineering Pavement Construction

Author

Listed:
  • Falowo Olumuyiwa Olusola
Abstract
The engineering performance of construction materials is strongly related to their physical properties. Therefore in order to determine the suitability of the rock units in northern parts of Ondo State, Nigeria as aggregates for pavement construction, eight rock samples comprising porphyritic granite, granite, migmatite, granite gneiss, quartz schist, granodiorite, charnockite, and quartzite, were subjected to physical tests which include moisture content, dry density, porosity, specific gravity, aggregate impact value, aggregate crushing value, point load strength index, unconfined compressive strength, and shear strength. The tests were conducted in accordance to ASTM D2216 and ISRM-2386 standard test methods. The aggregate impact value of the samples ranges from 11.2 (Quartzite/granite gneiss) to 17.3 (Charnockite), while aggregate crushing value varies from 18.4 (Quartzite) to 25.2 (Charnockite). The water absorption of the rock units ranges between 0.27 and 0.82%, and porosity recorded 0.18 – 0.46%. Point load strength index, shear strength, and unconfined compressive strength of the samples ranges from 7.40 - 9.87, 60.5 – 92.6MPa, and 121.1 – 185.3 respectively. The values of AIV and ACV are within the standard specification value for road material, cement concrete pavement and wearing surfaces of 30% and 45% maximum. Therefore the rock units are very excellent as aggregate for road pavement construction and categorized as strong aggregate in terms of quality for road pavement. It is also observed that porosity and specific gravity are the major parameters that show strong positive correlations (≥0.5) with important geotechnical parameters such as shear strength, unconfined compressive strength, and point load strength index.

Suggested Citation

  • Falowo Olumuyiwa Olusola, 2019. "Engineering Properties of Some Basement Rocks of Nigeria as Aggregate in Civil Engineering Pavement Construction," Asian Review of Environmental and Earth Sciences, Asian Online Journal Publishing Group, vol. 6(1), pages 28-37.
  • Handle: RePEc:aoj:areaes:v:6:y:2019:i:1:p:28-37:id:1034
    as

    Download full text from publisher

    File URL: http://asianonlinejournals.com/index.php/AREES/article/view/1034/1163
    Download Restriction: no
    ---><---

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:aoj:areaes:v:6:y:2019:i:1:p:28-37:id:1034. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Sara Lim (email available below). General contact details of provider: http://asianonlinejournals.com/index.php/AREES/ .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.