Civil Engineering Research Papers/Topics

A REVIEW AND INVESTIGATIONS OF SOME PROPERTIES OF FOAMED AERATED CONCRETE

Abstract The paper presents the results of investigation conducted on foamed aerated concrete – a lightweight concrete - with a view to determining its potential as a construction material in Nigeria. The properties investigated on foamed aerated concrete having a designed density of 1600kg/m3 were: workability, density, compressive strength, tensile strength, and the water absorption capacity. The results showed that at the designed density adopted for this work, the material was workable ...

EFFECTS OF PALM KERNEL SHELL ASH ON SOME STRUCTURAL PROPERTIES OF CONCRETE WITH RECYCLED COARSE AGGREGATES

Abstract: This paper presents the results of an investigation conducted to determine some structural properties of concrete made with recycled coarse aggregates but containing (PKSA) as partial replacement of cement by weight. Cement was replaced with palm kernel shell ash (PKSA) up to 50% by weight at interval of 5% to produce the concrete used in the investigation. The properties investigated were: setting times, workability, compressive strength, and tensile strength. The results showed th...

Instability Analysis of Damaged Pile Due to Static or Dynamic Overload

ABSTRACT Instability of a damaged pile due to a statically or dynamically applied overload is studied in this work using the finite element method. A damage parameter from such a pile is calculated using fracture mechanics concepts. The parameter is used to modify the beam element at the cracked or damaged location. Soil samples were obtained from the site of the pile and were subjected to laboratory tri-axial tests to obtain shear strength parameters c and  . Other soil parameters s...

COMPARATIVE STUDY OF STRENGTH OF TRUSS REINFORCED CONCRETE BEAM AND CONVENTIONAL REINFORCED CONCRETE BEAM

ABSTRACT This work presents comparative study of strength of truss reinforced concrete beam and conventional reinforced concrete beam. Two sets of 0.15 x 0.15 x 1m beams were cast. One set was cast using truss as a system of reinforcement at spacing of 100mm, 150mm and 200mm. The other set was cast using longitudinal bars and links at spacing of 100mm, 150mm, and 200mm as the conventional reinforcement. In all 27 truss and 27 conventional reinforcement beams were cast. Three mix ratios we...

PREDICTION OF COMPRESSIVE STRENGTH OF SAW DUST ASH-CEMENT CONCRETE USING ARTIFICIAL NEURAL NETWORK METHOD

ABSTRACT This research work focused on the Prediction of Compressive strength of Saw dust Ash-Cement concrete using Artificial Neural Network method. Neural Networks offer a number of advantages including requiring less formal statistical training, ability to implicitly detect complex non-linear relationship between dependent and independent variables, ability to detect all possible interactions between predictor’s variables, and availability of multiple training algorithms. A 5-20-1 ne...

Evaluation of Otamiri River, Nworie River and Borehole Water as Sources of Municipal Water Supply System

ABSTRACT The quality of water from Otamiri River, Nworie River and Bore hole water as sources of municipal water supply system in Owerri has been evaluated by analyzing samples of raw water collected from Otamiri River and Nworie River and comparing them with selected borehole and treated water samples. Some selected borehole water analyses were carried out for their physiochemical parameters, major ions, nutrients and bacteriological quality. The obtained values from the analysis are:- A...

Assessing the Flow Characteristics of Amanyi Stream for a Small Scale HydroPower Development

ABSTRACT The study assessed the flow characteristics of Amanyi stream for a mini hydro power development for Neke Uno, Isi-Uzo Local Government Area of Enugu State, Nigeria. The stream has a maximum flow discharge, Qmax of 8.5m3/s, average discharge, Qav of 6.9m3/s, minimum dependable discharge, Qmin of 4.21m3/s and a selected design discharge Qd of 6.37m3/s. Topographic survey and plant layout showed a head of 3.63m (low head) which is possible for power generation. It was also determine...

Torsional Analysis of Box Culvert Using Vlasov's Theory

ABSTRACT The traditional method, De Saint-Venant theory which was used in the previous analysis of thin-walled structures assumed free warping of all thin-walled structures, which is very rare in engineering. In this research work, Vlasov’s torsion theory which incorporates restraint warping was employed in the analysis of box culvert. The incorporation of restraint warping by Vlasov made the equation for computing angle of twist extremely rigorous as compared to Saint Venant’s equati...

Mathematical Models for Sandbag Checkdam

ABSTRACT The study was aimed at developing mathematical models on the hydraulic performance of Sandbags as Checkdam for erosion control. Pilot studies were carried out at two sites. Site ‘A’ was a natural gully at a location in Ezinihitte-Mbaise, Imo State while site ‘B’ was an artificial channel excavated on the slope of Otamiri River at Federal University of Technology, Owerri. Artificial runoff was simulated into site ‘B’ by pumping water from Otamiri River. Sandbags of var...

Development of Computer Programs for Analysis of Single Panel and Continuous Rectangular Plates

ABSTRACT This research work is aimed at the development of computer programs using MATLAB based on the new polynomial shape functions, for analysis of single panel and continuous thin isotropic rectangular plates. Twelve single panel plate types of different boundary conditions namely SSSS, CCCC, CSSS, CSCS, CCSS, CCCS, SSFS, SCFS, CSFS, CCFS, SCFC and CCFC for aspect ratio, s= b/a, were analyzed for pure bending, buckling and free vibration using computer programs developed in this work....

Empirical Investigation of the Flexural Strength of Compressed Stabilized Earth Slab

ABSTRACT This research aimed at empirical investigation of flexural strength of compressed stabilized earth slab. Two sets of 500 x 500 x 150mm compressed stabilized earth slabs were cast. One set was cast with BRC mesh of 5 x 150 x 150mm with strength of 250N/mm2 as reinforcement and the other set was cast without reinforcement. Eight mixture proportions of laterite, river sand and cement were used in this research work and optimum moisture content obtained from compaction test of the mi...

Use of Correlation and Regression Analyses as Statistical Tools in Green Concrete Research

Correlation and regression in this paper were employed as analytical tools to study the degree of relationship as well as the nature and strength of the relationship between green concrete properties and percentage replacement of cement with civil engineering materials. Pearson product-moment method and Spearman’s correlation coefficient were extensively used to show how correlation analysis can be practically applied in green concrete research. Least square regression line method for b...

EFFECTIVENESS OF THE TREATMENT OF FINE-GRAINED LATERITIC SOIL USING SUGARCANE BAGASSE ASH (SCBA) FOR USE IN MODERN DAY CONSTRUCTION

ABSTRACT Sugarcane as an agricultural product is a readily available source of food for its sugar content. However, Sugarcane Bagasse Ash (SCBA) is the bi- product formed at sugar industries from the burning of sugarcane after the sugar content has been extracted. Sugarcane Bagasse Ash (SCBA) is a fibrous waste product containing mainly aluminum and silica, calcium ions to produce calcium aluminate hydrate (CAH) and calcium silicate hydrate (CSH) shown in the pozzolanic reaction below. Ca2+ +...

Investigation of Date Palm Seed Ash (DPSA) as Pozzolana in Concrete

This research investigates the improvement of the mechanical and durability properties of concrete using Date Palm Seed Ash (DPSA) as partial replacement of cement. The DPSA used was obtained by controlled burning of date palm seed in a kiln at a maximum temperature of 630oc for eight hours and after cooling, it was sieved through 75um sieve and its oxide composition analysis was conducted using X-ray fluorescence (XRF) procedures. DoE method of mix design was used to produce concrete ingredi...

Legal Requirements For Infrastructural Development in Nigeria

There is an inherent correlation between law and pace of infrastructural development. A solid, clear and foreseeable legal construction policy regime forms the basis for infrastructural development. In any form of legal regime, the role of the government and its bureaucracy remains crucial at every stage including licensing, construction and operation of infrastructural development projects. The Corona Virus (Covid-19) pandemic has introduced new construction requirements. This research work ...


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