International Journal Of Innovative Science And Research Technology(IJISRT)

 Journal

 Assessment Of Calcium Carbide Waste Powder And Bamboo Leaf Ash Blended Cement Concrete As Sustainable Engineering Materials For Construction .

 O.S Aderinola And O.E Omolola

 2019

NILL 

  Open Access Library Journal

 Journal

 Effect Of Calcium Carbide Waste Powder On Engineering Properties Of Bamboo Leaf Ash Concrete

 O.S Aderinola, O.E Omolola And A.I Quadri

 2018

NILL 

 Open Access Library Journal

 Journal

 Geotechnical Appraisal Of Ileoluji Federal Polytechnic Using Geographical Information System(GIS).

 O.S Aderinola And Quadri, A.I

 2018

NIL 

 Open Journal Of Civil Engineering

 Journal

 Traffic Regulation At Critical Intersections: A Case Study Of Sagari-Onearugbulem Intersection, Akure, Nigeria.

 Owolabi, D.O. And. Aderinola, O.S

 2017

NIL 

 Journal Of Civil Engineering

 Journal

 Stabilizing Lateritic Soil Using Terrasil Solution

 O.S Aderinola And E.S Nnochiri

 2017

NIL 

 International Journal Of Scientific And Engineering Research

 Journal

 Predicting The California Bearing Ratio Value Of Low Compressible Clays With Its Index And Compaction Characteristics.

 Aderinola, O.S

 2017

NIL 

 European International Journal Of Science And Technology.

 Journal

 Cost Prediction Models Of Components Of Building And Civil Engineering Construction In Akure Township And It’s Environs, Ondo State, Nigeria.

 Aderinola, O.S, **Uduebor, M.A And Owolabi, T.A

 2015

NIL 

 International Journal Of Novel Research In Engineering And Applied Sciences (IJNREAS)

 Journal

 An Investigation Into Early Road Failure In Nigeria: Mechanistic Analysis Of Road Note 31

 Aderinola, O.S. And Owolabi, T.A

 2014

Most Federal roads in Nigeria constructed in about the last 6years have experienced failure within the first 6 months to 2 years. The pavement design method used in Nigeria and some other tropical and subtropical countries (Road Note31) was investigated to find out whether it is part of the cause of these roads. Material characteristics were taken from back calculation data of Nigerian federal roads by Claris et al (1986). Mechanistic analyses were done and the values were compared with that provided by Road Note 31. The results showed that design thickness provided by Road Note 31 were 30% to 60% of the calculated values and the provided pavement Equivalent Single Axle Load (ESAL) were 10% to 20% of the design ESAL which represents between just below one year to one and a half years instead of the 5 to 10 years most of the roads were designed for. 

 EJGE Journal

 Journal

 Investigating The Suitability Of Pervious Concrete In Improving Environmental Qualities

 Aderinola, O.S. , Olofinsae, T.O. And Owolabi, T.A

 2014

A pervious concrete is a type of porous pavement that can be used as an infiltration process for stormwater management and contains little or no fine aggregates. Pervious concrete offers one of the most cost-effective and environmentally friendly solutions available as permeable pavement in order to control uncontrolled run-off, reduce pollution and replenish groundwater. An important part of this research involves determining infiltration rate through pervious concrete sections. Approach used in the investigation included casting 64 pervious concrete cubes (1: 0:4, 1:1:4, 1:1/2:4, 1:1:5) with varying water/cement ratios. While compressive strength was carried out on the hardened concrete cubes, infiltration rate of water through the sections were determined. The infiltration rate of concrete was tested for concrete cast on different sub-grades and without sub-grade by the application of water at a constant rate to the concrete surface. Also, the properties of the sub-grade were investigated to know the effect of the permeability of concrete. The results obtained show that the water/cement ratio in each mix is a major factor to be considered in order to attain adequate strength as well as sufficient infiltration capacity. The optimum mix ratio is the mix 1:1/2:4 with a water/cement ratio of 0.33 because of its adequate compressive strength (22.89N/mm2 ) and infiltration capacity (200l/m2 /min). 

 American Journal Of Engineering Research (AJER).

 Journal

 Development Of Mechanistic –Empirical Pavement Design For Tropical Climate Using Cement-Treated Base Layer

 Aderinola O. S.

 2014

- A mechanistic-empirical pavement design method is developed characterising cement-treated base layers for pavement design in Nigeria or other similar tropical and subtropical countries. Asphalt Concrete surface, Subbase and Aggregate base were characterised based on back calculation data from Claros et al (1986) while cement-treated base layer was based on modulus tests that had been conducted by past researchers. Failure criteria for the Asphalt Concrete fatigue failure and the subgrade rutting failure were based on those by Claros and Ijeh (1987) for Nigerian pavements. Cracking criterion used for the cement-treated layer was that developed by Otee et al. (1982). The comparison between the Soil-Cement and Aggregate base showed that at a low Equivalent Single Axle Load (ESAL) (0.5 million repetitions was considered), the use of Aggregate base was better than Soil-Cement base. That for Aggregate base and Cement-Treated Gravel Base showed that the Cement-Treated Gravel Base was better than the Aggregate base at high ESAL (2.5 million repetitions was considered)