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Home / Civil Engineering / 829939pw/ Chapter Four

  • The Effect Of Sodium Sulphate Contamination On Engineering Properties Of Lateritic Soil

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    • Co-efficient Uniformity = D60 = 4.0,D30 = 1.15 and D10=0.37 it is well graded sample from the graph, it Can be deduced
      DISCUSSE
      That the laterite soil sample is made up of coarse, silt fine, medium and coarse sand and fine gravel. It is equal well graded.

    • CHAPTER FOUR -- [Total Page(s) 16]

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    • ABSRACT - [ Total Page(s): 1 ]ABSTRACT COMING SOON ... Continue reading---

         

      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).       ... 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 (Soskatc ... 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 ... 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 ... 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 2009-10-31”. From www.ifgworld.org. Agbede, O. and Osunolale O. (2003), “Effect of Ph Contamination on Engineering Properties of Lateritic Soil”. Final Year Project i ... Continue reading---

         
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