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A Projection Report On The Effect Of Geometric Properties (shape) On The Strength Of Interlocking Paving Stone
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CHAPTER FOUR
4.0. ANALYSIS OF RESULTS AND DISCUSSION
4.1. Material Tests Performed on the Materials and Samples
The adequacy tests for the paving element as a small element pavement include physical dimension, compressive and flexural strength tests. These tests were performed at the Polytechnic laboratory, Ilorin.
4.2. Material Tests
The test was carried out to determine the amount of water that each material will absorb.
Testing Procedure
A 200g dry weight of each material to be used was measured and was allowed to absorb water for 24hrs after which it was surface-dried by rolling in a towel until all the visible films of water were moved. Weights before and after absorption (Saturated surface dry sample) were determined as shown below.
4.3. Determination of Quantity of Materials
The method of batching by weight was adopted in this project for the mix proportion of 1:2:4 with water/cement ratio of 0.3. here are the procedures for the calculation.
Specific gravity of the materials is given below:
i. Water = 1000 kg/m3
ii. Cement = 3050 kg/m3
iii. All in one aggregate = 2600 kg/m3
iv. Water cement ratio = 0.5
v. Mass of water = 0.3c
Volume of Each Interlock Shapes
1. Land Roman = 0.024m3
2. Double T = 0.019m3
3. 3 star = 0.014m3
4. Bubble Glover = 0.019m3
5. Didalo = 0.019m3
Total volume of concrete = 0.0954m3
Specific gravity of the materials is given below:
Water = 1000kg/m3
All in one aggregate = 2600kg/m3
Assuming 1m3 volume
i.e Vwater + Vcement + VA.G = 1m3
Volume = Mass
Density
Mix Ratio = 1:4
Water Cement Ratio = 0.5
Mass of Water = 0.5c
Mass of Cement Mc = C
Mass of Aggregate = 4c
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ABSRACT - [ Total Page(s): 1 ]ABSTRACT Interlocking paving stone is a good surface material produce as a result of mixture of aggregate to produce a good workability surface. This research work investigates on how the shapes affect the strength after production. The materials used include cement, sharp sand, quarry dust or granite dust and water. The structural engineering properties investigated include compressive strength, flexural strength of each types of interlocking paving stone produced that is 3 St ... Continue reading---
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ABSRACT - [ Total Page(s): 1 ]ABSTRACT Interlocking paving stone is a good surface material produce as a result of mixture of aggregate to produce a good workability surface. This research work investigates on how the shapes affect the strength after production. The materials used include cement, sharp sand, quarry dust or granite dust and water. The structural engineering properties investigated include compressive strength, flexural strength of each types of interlocking paving stone produced that is 3 St ... Continue reading---