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Models for Predicting the Structural Characteristics of Sand-Quarry Dust Blocks

Models for Predicting the Structural Characteristics of Sand-Quarry Dust Blocks

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DEDICATION

This research material, titled “Models for Predicting the Structural Characteristics of Sand-Quarry Dust Blocks” is dedicated to God for His boundless grace and guidance. It is also a tribute to all computer enthusiasts whose contributions made my research journey smoother and enriched my documentation process, making the experience truly fulfilling.




ACKNOWLEDGEMENT

I am profoundly grateful to everyone who contributed to the successful completion of this project. I am especially grateful to my Supervisor (Name), the Head of Department (Name), and the Lecturers in the Department of Civil Engineering for their invaluable guidance and support. I also acknowledge the contributions of authors and scholars whose works on Models for Predicting the Structural Characteristics of Sand-Quarry Dust Blocks provided essential insights. Special thanks go to my study area (and any funding organizations, if applicable) for their financial assistance. I am equally thankful to stakeholders, including mentors, teachers, and colleagues, for their encouragement and support. Finally, I deeply appreciate my family and friends for their patience and unwavering support throughout this journey. Your contributions have been instrumental in making this research a reality.




ABSTRACT

In this work, models for predicting six structural characteristics and cost of sand-quarry dust blocks were developed. Three model equations namely Scheffe’s simplex lattice design (pseudo component), Scheffe’s simplex lattice design (component proportion) and Osadebe’s model were developed for each property.

The properties investigated were Compressive strength, Water absorption and Split tensile strength. The others are Static modulus of elasticity, Flexural strength and Shear strength. The models were fitted to data obtained from tests on various mixes of 140 sand-quarry dust hollow blocks of 450 x 225 x 225 mm, 66 beams of 600 x 150 x150mm and 66 cylinder specimens of 150mm diameter and 300mm long. Adequacy of the models were confirmed using F statistic and normal probability plot. Computer programs, were developed to determine the responses to a given mix and the mixes that give a desired response value.

The effect of the partial replacement of sand with quarry dust on the characteristics of the blocks was also studied. Component interactions was studied using Cox response trace plots. Comparisons between the experimental and model predicted results and between the models were made. The percentage difference between the experimental and model predicted values were all below 5% for all the models and responses. The analyses also show that there is no significant statistical difference between the models. The minimum and maximum values of compressive strength predictable by Scheffe’s pseudo component model are respectively 2.74 and 5.22Nmm-2. The corresponding values for the water absorption of the blocks are 3.21 and 7.84%. For the Scheffe’s component proportion model, the predictable compressive strength values range from 2.77 to 5.23Nmm-2.

The corresponding range for water absorption is 3.20 to 7.84%. The minimum and maximum flexural strength predictable by the Scheffe’s pseudo component model are 2.40 and 4.34Nmm-2 respectively. The corresponding values for the Split tensile strength are 2.24 and 3.33Nmm-2. For Scheffe’s component proportion model, the corresponding values are 2.45 and 4.35Nmm-2 for the flexural strength and 2.27 and 3.33Nmm-2 for the split tensile strength. Analyses of the pseudo component models show that there is binary synergy between sand and quarry dust for all the properties.

Other binary combinations anti synergistic effects. Cement and water has the greatest effect on the properties. The structural properties of the blocks improved when 10 to 40% of the sand was partially replaced with quarry dust. The optimum replacement was at 40% with an increase in compressive strength of 27%. A list of 117 mixes that meet NIS 87: (2004) recommended minimum compressive strength of 3.45Nmm-2 for load bearing sandcrete blocks was established. It is recommended that the inclusion of quarry dust in sandcrete block production be encouraged especially in areas where quality sand for sandcrete block production is scarce and expensive.



Models for Predicting the Structural Characteristics of Sand-Quarry Dust Blocks



Introduction

1.1 General

Walls are the basic element in the construction of most buildings. They are often required to be load bearing, especially in low rise buildings (1-2 upper floors).

Sandcrete blocks are the most commonly used unit in wall construction in modern Nigeria and, indeed, the entire West Africa. The use of laterite and other forms of walling units, for the construction of modern residential buildings have not made much progress when compared to the use of sandcrete blocks. The same can also be said of bricks. The major advantage of sandcrete blocks is the ease of production and laying of the blocks

The structural properties of blocks of interest include compressive strength, flexural strength, water absorption, modulus of elasticity, shear modulus and split tensile strength. Others are density, fire resistance, durability and thermal conductivity. These properties are dependent to a very large extent on the relativeproportions of the constituents and the method of production process.

Sandcrete blocks are traditionally made of cement, natural river sand and water. The constituents are mixed and placed in a mould which is removed immediately after compaction and leveling of the top. The newly produced blocks are self-supporting; hence they are often referred to as zero slump concrete. Individual blocks are joined together, after curing, to form walls using cement-sand mortar. It is often the practice to partially replace the sand portion with other materials such as laterite, coarse aggregate or quarry dust.


CHAPTER TWO

2.0 Literature Review

2.1 Introduction

This chapter focuses on the review of related literature. A literature review includes the current knowledge as well as theoretical and methodological contributions to a particular topic. It documents the state of the art with respect to the topic you are writing. It surveys the literature in the topic selected. In this research work the literature review includes the conceputal review, theoretical framework, the review of related literature …

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Defense Procedure for Civil Engineering Researchers


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Prior to your defense, be thoroughly acquainted with your research abstract and the critical elements of Chapter One, including motivation for embarking on this research, problem statement, objectives, and significance. In Chapter Two, be ready to cite at least two references from the literature review. For Chapter Three, you should be equipped to discuss the methodologies, tools, and techniques utilized. In Chapter Four, defend your research by justifying the findings and linking them to your research objectives.


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During the question and answer segment, the External Examiner may pose questions pertaining to your research. If confronted with a challenging or irrelevant question, respond diplomatically with, “Sorry, Sir/Madam, the question asked is beyond the scope of my study.” Whenever possible, direct your answers back to your research findings to reinforce your expertise.


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