GEOTECHNICAL AND MINERALOGICAL CHARACTERISTICS OF LATERITIC SOIL AND LOCUST BEAN (PARKIA BIGLOBOSA) PODS ASH AS CONSTRUCTION SOIL

Authors

  • Ugochukwu Nnatuanya Okonkwo Civil Engineering Department, Michael Okpara University of Agriculture Umudike, P.M.B 7267, Umuahia Abia State. Nigeria
  • Chibundu Paul Enyinnia Department of Civil Engineering, Federal Polytechnic Nekede, P.M.B. 1036, Owerri, Imo State. Nigeria
  • Uche Christian Ajah Civil Engineering Technology Department, Akanu Ibiam Federal Polytechnic Uwana, P.M.B. 1007, Afikpo, Ebonyi State. Nigeria
  • Chidoebere David Nwa-David Civil Engineering Department, Michael Okpara University of Agriculture Umudike, P.M.B 7267, Umuahia Abia State. Nigeria
  • Ubong Nkamare Tobby Department of Civil Engineering, Federal Polytechnic Ukana, P.M.B. 2014 Ukana, Essien Udim, Akwa Ibom State, Nigeria

DOI:

https://doi.org/10.33736/jcest.6076.2024

Keywords:

geotechnical, mineralogical characteristic, locust bean (Parkia Biglobosa) pod ash, subgrade, foundation soil

Abstract

African locust bean (Parkia Biglobosa) has been in great demand and consequently yielding large amounts of the pods which could be a potential hazard to the environment. Converting the pods to ash that would be utilized as construction material is another way of handling them properly. The effects of the mineralogy of the soil on its geotechnical characteristics when the soil is treated with locust bean pod ash have been given very little attention. Therefore, this study considered the effects of locust bean pod ash (LBPA) and the mineralogy of lateritic soil on some geotechnical properties necessary for it to be used as subgrade or foundation soil. The determination of the chemical constituents of the LBPA was carried out using Atomic Absorption Spectrometer. The lateritic soil was characterized by identifying the clay minerals as well as non-clay minerals present in the soil using the x-ray diffraction technique and preliminary tests were also carried out to properly rate the soil. The soil was treated by applying dosages of LBPA 0 – 25% at intervals of 5% and the percentages were measured by weight of the dry soil. The tests conducted on the prepared soil samples with LBPA were specific gravity, consistency indices, compaction (British Standard Light), California bearing ratio and direct shear box test. The LBPA was found to be an acceptable pozzolanic material for the treatment of the lateritic soil. The lateritic soil was observed to belong to soil groups A-2-6(0) in the AASHTO and poorly graded sand (SP) in USCS ratings. It was also observed that the non-clay minerals present in the soil were quartz, feldspar and mica whereas the clay minerals present were kaolinite, iolite, vermiculite and chlorite which had a significant influence on the geotechnical characteristics of the soil. The specific gravity of the LBPA was relatively low and the additions of LBPA reduced the specific gravity of the soil. The consistency indices also dropped and subsequently increased with the further addition of LBPA. The increase in LBPA contents caused increments in the optimum moisture content while the maximum dry density and shear strength parameters reduced. The strength characteristics like the California Bearing Ratio of the lateritic soil improved by 173.91% at the addition of 5% LBSA content which was determined to be the optimum dosage.

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Published

2024-04-22

How to Cite

Okonkwo, U. N., Enyinnia, C. P., Ajah, U. C., Nwa-David, C. D., & Tobby, U. N. (2024). GEOTECHNICAL AND MINERALOGICAL CHARACTERISTICS OF LATERITIC SOIL AND LOCUST BEAN (PARKIA BIGLOBOSA) PODS ASH AS CONSTRUCTION SOIL. Journal of Civil Engineering, Science and Technology, 15(1), 78–89. https://doi.org/10.33736/jcest.6076.2024