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The effect of sodium sulphate contamination on engineering properties of lateritic soil
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- Contributor: mr-chris
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- Case No: 829939pw
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ABSRACT - [ Total Page(s): 1 ]ABSTRACT COMING SOON
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APPENDIX A - [ Total Page(s): 3 ] ... Continue Reading
CHAPTER ONE - [ Total Page(s): 2 ]CHAPTER ONE1.0 INTRODUCTIONSoil is the cheapest and the most widely used material in civil engineering project as foundation material either in its natural or improved form. It is highly heterogeneous and an isotopic in nature and existing with different engineering properties which can be influenced to some extend by the presence of sodium salts under the influences of water (Olawale, 2013). The properties of soil as an engineering material depend on its surface electric charges, chemical c ... Continue Reading
CHAPTER TWO - [ Total Page(s): 6 ]ReactionNacl(s) +H2SO4aq → NaHSO4aq + HCl1 Then, the sodium hydrogen tetraoxosulphate (vi) react with more sodium chloride to form the sodium tetraoxosulphate (vi)NaHSO4aq + NaClaq → Na2SO4aq + HClg (Michigan, 1990)2.4.2 CHEMICAL PROPERTIES OF SODIUM (II) TETRAOXOSULPHATE (VI) SALT Sodium sulphate (NaSO4) displays a moderate tendency to form double salts which is the only alum formed with common trivated metal which unstable above 39 (degree)C and NaCrSO4 (Soskatchewan,1990). In contrast to potassium sulphate and ammonium sulphate which form many stable al ... Continue Reading
CHAPTER THREE - [ Total Page(s): 3 ]PROCEDURES• Liquid limit: A sample weighing 200g from the material passing the 300um BS test sieve was taken.• The sample was placed on flat glass plate and mix thoroughly with distilled water using the palette knife unit the mass becomes a thick homogonous paste.• The paste was allowed to stand in air tight container for about 24hours to allow the water permeate throughout the soil mass.• Curing was applied to where applicable and remix for about 10 minutes• A portion of the remix soil sample was placed in the cup of the casangrade l ... Continue Reading
CHAPTER FOUR - [ Total Page(s): 16 ]CHAPTER FOURRESULT ANALYSIS AND DISCUSSION4.1 PARTICLE SIZE DISTRIBUTIONThe result of the particle size distribution “sieve analysis†of the sample is analyzed and presented in the table and figure below. ... Continue Reading
CHAPTER FIVE - [ Total Page(s): 1 ]CHAPTER FIVE5.1 CONCLUSION From the investigations carried out on this work, the following conclusions are made: The laterite sample is classified as Sand Gravel soil according to AASHTO classification system and it is a good sub grade and sub-base material for Civil Engineering construction.The liquid test for unstabilized laterite is 60.31% and for the stabilized of 20% is 50.16,30 % is 46.9% and for 40% is 45.05 and plastic limits test for unstabilized laterite is 36.62% and for the stabilized of20% is 36.50, 30% is 33.99 and for 40% is 24.4 and liqiud indices test for uns ... Continue Reading
REFRENCES - [ Total Page(s): 1 ]REFERENCESAbabio, O.Y. (1996), New School Chemistry for Senior Secondary School (2nd edition), Longman publisher, Erands, LondonAbraham, J. (1992), “Introduction to Soil Mechanics†(3rd edition), Macmillan INC, New York.Agbede, O. and osunmolale O. (1997), “All AboutSulphate Salt†Retrieved 2009-10-31â€. From www.ifgworld.org. Agbede, O. and Osunolale O. (2003), “Effect of Ph Contamination on Engineering Properties of Lateritic Soilâ€. Final Year Project in Department of Civil Engineering Polytechnic, EDE.Gidigazu, M.D. (1976), “Development in Geot ... Continue Reading
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ABSRACT - [ Total Page(s): 1 ]ABSTRACT COMING SOON
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