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Comparison of locally excavated sand with river sand in terms of strength in sandcrete blocks

 

Table Of Contents


Chapter ONE

1.1 Introduction
1.2 Background of Study
1.3 Problem Statement
1.4 Objective of Study
1.5 Limitation of Study
1.6 Scope of Study
1.7 Significance of Study
1.8 Structure of the Research
1.9 Definition of Terms

Chapter TWO

2.1 Overview of Sandcrete Blocks
2.2 Properties of Sandcrete Blocks
2.3 Importance of Sand in Sandcrete Blocks
2.4 Types of Sand used in Sandcrete Blocks
2.5 Strength Requirements of Sandcrete Blocks
2.6 Factors Affecting Strength of Sandcrete Blocks
2.7 Previous Studies on Sandcrete Blocks
2.8 Comparison between Locally Excavated Sand and River Sand
2.9 Environmental Impact of Sand Mining
2.10 Sustainable Alternatives for Sand in Sandcrete Blocks

Chapter THREE

3.1 Research Design
3.2 Sampling Techniques
3.3 Data Collection Methods
3.4 Experimental Setup
3.5 Testing Procedures
3.6 Data Analysis Techniques
3.7 Ethical Considerations
3.8 Timeframe and Budget

Chapter FOUR

4.1 Analysis of Test Results
4.2 Comparison of Strength Tests
4.3 Durability Assessment
4.4 Factors Influencing Strength Differences
4.5 Cost Analysis of Sand Types
4.6 Environmental Impact Evaluation
4.7 Recommendations for Sand Selection
4.8 Future Research Directions

Chapter FIVE

5.1 Summary of Findings
5.2 Conclusions
5.3 Implications of the Study
5.4 Recommendations for Practice
5.5 Recommendations for Policy
5.6 Contributions to Knowledge

Thesis Abstract

Abstract
The construction industry relies heavily on sandcrete blocks for various building applications. Sand, a key component in the production of sandcrete blocks, is commonly sourced from rivers or locally excavated sites. This study aimed to compare the strength properties of sandcrete blocks made with locally excavated sand and river sand. The research involved collecting samples of both types of sand from different locations and conducting laboratory tests to assess their physical and mechanical properties. The tests included particle size distribution analysis, specific gravity, bulk density, and compressive strength tests of sandcrete blocks. The results indicated that the locally excavated sand had a slightly higher percentage of fines compared to river sand. However, both types of sand met the requirements for use in sandcrete block production according to the Nigerian Industrial Standard (NIS). The specific gravity and bulk density of the locally excavated sand were found to be within acceptable limits for construction purposes. In terms of compressive strength, sandcrete blocks made with river sand exhibited slightly higher strength values compared to those made with locally excavated sand. This difference in strength can be attributed to the particle shape, texture, and grading of the sands. The angular and well-graded nature of river sand particles promoted better interlocking and bonding within the sandcrete matrix, resulting in higher compressive strength. Overall, the study concluded that both locally excavated sand and river sand are suitable for use in sandcrete block production. However, for applications where higher strength is required, such as load-bearing walls or foundations, the use of river sand may be preferred. Local sand sources can still be utilized effectively in non-structural applications or when river sand is scarce or environmentally unsustainable. Further research could focus on exploring different mix designs, additives, or surface treatments to enhance the strength properties of sandcrete blocks made with locally excavated sand. Additionally, investigating the long-term durability and performance of these blocks in actual construction projects would provide valuable insights for the construction industry.

Thesis Overview

INTRODUCTION

This research work means to determine the different properties of sandcastle blocks moulded with a locally excavated sand, in terms of compressive strength, durability and cost and economic importance, and that of River Sand. And after, compare the two strengths of the sandcrete which will help in recommending the right give the desired strength for the designed strength for a particular purpose.

NSUDE as case study, Nsude is in Udi, Enugu west, Enugu State.

1.1 BACKGROUND OF THE STUDY

Sandcrete is a yellow-white building material made from a binder (Portland cement), sand in a ratio of circa 1:8, and water. Sometime other ingredients may be added to reduce the amount of Portland cement such as “pozzolanas and rice husk ash”. Sandcrete is similar but weaker than mortan for which the ratio is 1:5.

Sandcrete is usually used as hollow rectangular blocks similar to concrete masonry units, often 45cm (18”) wide, 15cm (5.9”) thick and 30cm (12”) with hollows that run from top to bottom and occupy around one third of the volume of the block.

1.2 STRENGTH AND USAGE

The final compressive strength of sandcrete can be as high as 4.6N/mm2 which is much less than concrete’s 40N/mm2. Sandcrete is unsuitable for load-bearing columns, and is mainly used for

walling of a house

–     making a fence

–     Septic tank and soak away tank’s

–     Building a generator’s house.

In Nigeria, measured strength of commercial available sandcrete blocks was found to be between 0.5 and 1N/mm2, which is well below the 3.5N/mm2 that is legally required. This development may be due to the need of the manufacturers to keep the price low, and since the main cost-factor is the Portland cement, they reduce that, which results in a block that starts behaving more like loose sand.

1.3 SANDCRETE BLOCK SIZES

They are many different types of blocks used in modern building, they include:

  • 9” hollow blocks (450mmx225mmx225mm)
  • 6” hollow blocks (450mmx150mmx225mm)
  • 6” solid blocks (450mmx150mmx225mm)
  • 5” solid blocks (450mmx125mmx225mm)
  • 9” solid blocks (450mmx225mmx225mm)

1.4 CONSTITUENT MATERIALS OF SANDCRETE BLOCKS

These include cement, fine aggregate (sharp sand) and water.

1.4.1 CEMENT

This refers to any adhesive and the material used in connection with block and it is referred to as “hydraulic cement” because the setting and hardening depends on the preserve of water. The cement widely used in civil work is called “Ordinary Portland Cement”.

1.4.2     FINE AGGREGATE

The two major types of sand used are white and coloured sand. The sand were not free from materials such as dust, silt, tree roots etc. The sources of sand include pits, rivers and sea.

1.4.3     WATER

Any type of water available can be used to mould sandcrete blocks. This includes water from stream, rivers, boreholes etc.

1.5 STATEMENT OF THE PROBLEM

Apart from bad mixing ratios, which happen even some sandcrete blocksproducers add more yield of blocks, some other things can cause blocks to be in bad condition which can affect the quality of the sandcrete produced.

1.5.1     USING OF BAD CEMENT

Due to the prevailingadverse economic conditions, some sandcrete block makers tend to go for very cheap cement which may not have the required quality to bind a solid block. These block break soon after they are made. Some cement sellers who had cement keptin stock for so long sell it at give away price to the sandcrete block makers if the notice that the quality of the cement has detoriated.

1.5.2 RE-BAG CEMENT

Another thing to note with cement is that some cement sellers re-bag cement, removing some quantity of cement or put low quality cement product in a bag of a high quality and trust cement brand. Theration you thought you are using to produce a given quality has been compromised and it will produce a low quality block that can easily break even before it is being used for the project.

1.6 THE OBJECTIVE OF THE STUDY

  • This project research will help us to understand the different strength of sandcrete blocks produced with locally excavated sand and River sand.
  • This will also help to know the properties of Nsude sand after laboratory test has been carried out.
  • This will help us in determining the moulding methods and properties of sandcrete blocks. These properties are determined by the ratio of block constituents such as cement, water and sand.

1.7 SCOPE OF THE STUDY

The scope of this project work is limited to obtaining the comparison of locally excavated sand with River sand in terms of strength in sandcrete blocks.(Nsude as case study).

1.8 SIGNIFICANCE OF THE STUDY

  1. To help us understand the strength of sandcrete blocks produced with locally excavated sand and River sand in Nsude.
  2. To help us determine the properties of Nsude sand after carrying out laboratory test.

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