Effect of Pre-Test Drying Temperature on the Properties of Lateritic Soils.

Authors

  • L. O. Afolagboye Department of Geology, Ekiti State University, Ado-Ekiti, Nigeria
  • Z. O. Arije Department of Geology, Ekiti State University, Ado-Ekiti, Nigeria
  • A. O. Talabi Department of Geology, Ekiti State University, Ado-Ekiti, Nigeria
  • O. O. Owoyemi Department of Geology, Kwara State University, Malete, Nigeria

Keywords:

Lateritic soil, Pre-test drying temperature, Index properties, Oven drying

Abstract

The properties of residual soils, according to literature, are sensitive to the pre-test drying method given to the sample prior to testing. Similarly, residual soils such as laterites/lateritic soils are formed under various climatic conditions, hence they show different degrees of sensitivity to pretest drying method. This work is therefore carried out to elucidate the influence of pre-test drying temperature or method on the properties of three lateritic soils that developed over three different Pre-Cambrian basement complex rocks from Ado-Ekiti, SW, Nigeria. The soils were subjected to three pre-test drying temperature before conducting laboratory tests. The pre-test drying temperature considered in this study include air-drying, oven-drying at 60° C, and oven-drying at 110° C. Pre-test drying at 60° and 110° C caused particle aggregation (which reduced the soil surface are) and loss of cohesion. Consequently, this reduced the specific gravity, optimum moisture content, clay content, consistency limits, and unconfined compressive strength of the lateritic soils. The maximum dry density and sand content increased as the pre-test drying temperature increases. The pre-test drying temperature did not significantly change the plasticity classification of the soils, however, at higher pre-test temperature the soils become less plastic. The free swell index of the lateritic soils increased with increasing pre-test drying temperature (up to 60° C) before decreasing when the temperature rose to 110° C. This study has revealed the effect pre-test drying temperature may have on the properties of lateritic soils and these may produce  soil properties that may not likely indicate the actual field performance of the tested soils.

Dimensions

R. K. Goswami & C. Mahanta, “Leaching characteristics of residual lateritic soils stabilised with fly ash and lime for geotechnical applications”, Waste Management 27 (2007) 466. doi: 10.1016/j.wasman.2006.07.006.

M. D. Gidigasu, Laterite Soil Engineering: Pedogenesis and Engineering Principles. New York: Amsterdam Elsevier Scientific, (1976)

G. O. Adeyemi, “The influence of parent rock factor on some engineering index properties of three residual lateritic soils in Southwestern Nigeria”, Bulletin of the International Association of Engineering Geology 52 (1995) 3. doi: 10.1007/BF02602677.

S. M. Rao, A. Sridharan & S. Chandrakaran, “Influence of drying on the liquid limit behaviour of a marine clay”, Géotechnique 39 (1989) 715. doi: 10.1680/geot.1989.39.4.715.

N. S. Pandian, T. S. Nagaraj & G. L. Sivakumar Babu, “Effects of drying on the engineering behaviour of Cochin marine clays”, Geotechnique 41 (1991) 143. doi: 10.1680/geot.1991.41.1.143.

A. A. Basma, A. S. Al-Homoud & E. Y. Al-Tabari, “Effects of methods of drying on the engineering behavior of clays”, Appl Clay Sci 9 (1994) 151. doi: 10.1016/0169-1317(94)90017-5.

A. I. Husein Malkawi, A. S. Alawneh & O. T. Abu-Safaqah, “Effects of organic matter on the physical and the physicochemical properties of an illitic soil”, Appl Clay Sci 14 (1999) 257. doi: 10.1016/S01691317(99)00003-4.

E. Uyeturk & N. Huvaj, “Drying Changes Consistency Limits”, in Geo-Congress 2019 (2019) 532. doi:10.1061/9780784482124.054.

K. Terzagi, R. B. Peck & M. Gholamreza, Soil mechanics in engineering practice. New York: Wiley, (1996).

F. Townsend, “Geotechnical Characteristics of Residual Soils”, Journal of Geotechnical Engineering 111 (1985) 77. doi: 10.1061/(ASCE) 0733-9410(1985)111:1(77).

S. Nayak & H. K. Preetham, “Effect of Drying Temperature and Rewetting on the Engineering Properties of Marine Clay”, Transportation Infrastructure Geotechnology 7 (2020) 517. 10.1007/s40515-020-00105-y.

A. Zelalem, Basic Engineering Properties of Lateritic Soils Found in Nejo – Mendi Road Construction Area, Welega, MSc thesis, Addis Ababa University, Ethiopia, (2005).

M. D. Gidigasu, “Degree of weathering in the identification of laterite materials for engineering purposes”, Engineering Geology 8 (1974) 213.

A. Elueze, “Compositional appraisal and petrotectonic significance of the Imelu banded ferruginous rock in the Ilesha schist belt, southwestern Nigeria”, Journal of Mining and Geology 36 (2020) 9.

L. O. Afolagboye, “Using index tests to predict the compressive strength of crystalline rocks”, Proceedings of the Institution of Civil Engineers - Construction Materials 174 (2021) 289. doi: 10.1680/jcoma.18.00061.

L. O. Afolagboye, Y. A. Abdu-Raheem, D. E. Ajayi & A. O. Talabi, “A comparison between the consistency limits of lateritic soil fractions passing through sieve numbers 40 and 200”, Innovative Infrastructure Solutions 6 (2021) 97. doi: 10.1007/s41062-020-00427-3.

L. O. Afolagboye, A. O. Talabi & O. O. Akinola, “Evaluation of selected basement complex rocks from Ado-Ekiti, SW Nigeria, as source of road construction aggregates”, Bulletin of Engineering Geology and the Environment 75 (2016) 853. doi: 10.1007/s10064-015-0766-1.

G. O. Adeyemi, L. O. Afolagboye & C. O. Ezenwafor, “Engineering Geological Evaluation of some Soils from Ozubulu, Near Onitsha, SE Nigeria for use as a Liners in Waste Disposal Landfill”, Journal of Mining and Geology 50 (2014) 109.

British Standard 1377, Methods of test for soils for civil engineering purposes. London: British Standards Institution, (1990).

A. S. Rao, B. R. Phanikumar & R. S. Sharma, “Prediction of swelling characteristics of remoulded and compacted expansive soils using free swell index”, Quarterly Journal of Engineering Geology and Hydrogeology 37 (2004) 217. doi: 10.1144/1470-9236/03-052.

W. Holtz & H. Gibbs, “Engineering Properties of Expansive Clays”, Transactions ASCE 121 (1956) 641. doi: 10.1038/nn.2886.

B. M. Sunil & H. Krishnappa, “Effect of Drying on the Index Properties of Lateritic Soils”, Geotechnical and Geological Engineering 30 (2012) 869. doi: 10.1007/s10706-012-9504-7.

M. V. Villar & A. Lloret, “Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite”, Appl Clay Sci. 26 (2004) 337. doi: 10.1016/j.clay.2003.12.026.

B. M. Sunil & A. V. Deepa, “Influence of Drying Temperature on Three Soils Physical Properties”, Geotechnical and Geological Engineering 34 (2016) 777. doi: 10.1007/s10706-016-0001-2.

I. Jefferson & C. D. Foss Rogers, “Liquid limit and the temperature sensitivity of clays”, Engineering Geology 49 (1998) 95. doi: 10.1016/S0013-7952(97)00077-X.

E. Polidori, “Relationship between the Atterberg limits and clay content”, Soils and Foundations 47 (2007) 887. doi: 10.3208/sandf.47.887.

L. O. Afolagboye, A. O. Talabi & O. O. Owoyemi, “The use of Polidori’s plasticity and activity charts in classifying some residual lateritic soils from Nigeria”, Heliyon 7 (2021) e07713. doi:10.1016/j.heliyon.2021.e07713.

Z. Chen, H. Zhu, Z. Yan, L. Zhao, Y. Shen & A. Misra, “Experimental study on physical properties of soft soil after high temperature exposure”, Engineering Geology 204 (2016) 14. doi:10.1016/j.enggeo.2016.01.014.

M. M. Abu-Zreig, N. M. Al-Akhras & M. F. Attom, “Influence of heat treatment on the behavior of clayey soils”, Appl Clay Sci. 20 (2001) 129. doi: 10.1016/S0169-1317(01)00066-7.

I. C. Attah & R. K. Etim, “Experimental investigation on the effects of elevated temperature on geotechnical behaviour of tropical residual soils”, SN Appl Sci. 2 (2020) 370. doi: 10.1007/s42452-020-2149-x.

Published

2023-02-04

How to Cite

Effect of Pre-Test Drying Temperature on the Properties of Lateritic Soils. (2023). Journal of the Nigerian Society of Physical Sciences, 5(1), 1109. https://doi.org/10.46481/jnsps.2023.1109

Issue

Section

Original Research

How to Cite

Effect of Pre-Test Drying Temperature on the Properties of Lateritic Soils. (2023). Journal of the Nigerian Society of Physical Sciences, 5(1), 1109. https://doi.org/10.46481/jnsps.2023.1109