Effects of oil palm fibre ash on cement stabilised lateritic soil used for highway construction

• Published in: The international journal of pavement engineering 2022-02, Vol.23 (3), p.834-840
• Main Authors: Edeh, Joseph Ejelikwu, Joel, Manasseh, Ogbodo, Victor Owoicho
• Format: Article
• Language: English
• Subjects: Ashes; California bearing ratio; Cement; Compressive strength; Construction materials; Cyclic loads; Dry density; Flexible pavements; Highway construction; Internal friction; Laterites; lateritic soil; Moisture content; oil palm fibre ash; Pavement construction; Penetration tests; Road construction; Road design; Soil compaction; Soil moisture; Soil properties; Soil stabilization; Soils; stabilisation
• ISSN: 1029-8436; 1477-268X
• DOI: 10.1080/10298436.2020.1775230

Increasing road construction activities in Nigeria has led to increased demand for lateritic soil (LS), whose properties vary from one location to another, and. The properties of some of this laterite deposits along road alignment can be improved to enable it withstand traffic loads. This paper presents results of the laboratory evaluation of LS stabilised with oil palm fibre ash and cement blends, with a view to determine its suitability as flexible pavement construction material. The mixtures were subjected to British Standard heavy (modified Proctor) compaction energy to determine their strength characteristics. Test results show that the properties of LS improved with oil palm fibre ash and cement treatment. The maximum dry density decreased with corresponding increase in optimum moisture content as the cement content increased from 0% to 6% and the LS content of the mixtures decreased with increased oil palm fibre ash, at a fixed per cent of cement. The peaked California bearing ratio of 190.09% (soaked) recorded for the 80% LS + 14% OPFA + 6% C mix proportion, with 14th day unconfined compressive strength of 785.75 kN/m 2 , cohesion of 140 kN/m 2 and angle of internal friction of 25°, can be used as a base material in road construction. Further work may be encouraged to assess resilient modulus of this material under cyclic load.