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Home / Civil Engineering / 829939pw/ Refrences

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

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    • REFRENCES -- [Total Page(s) 1]

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    • REFERENCES
      Ababio, O.Y. (1996), New School Chemistry for Senior Secondary School (2nd edition), Longman publisher, Erands, London
      Abraham, 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 in Department of Civil Engineering Polytechnic, EDE.
      Gidigazu, M.D. (1976), “Development in Geotechnical Engineering”, Loresa Publishers Naigota, New Delhi.
      Jayasbaskaran, G. (2007),”Effect of Sulphate Salt on Engineering Properties of Lateritic Soil”, Final Year Project in department OF Civil Engineering, University of Technology, Sungai, India.
      Kherma, J.(1884),”Basic Soil Elementary”, Kherma Publishers, Nairobi, New Delhi.
      Mumeen, S. (2009),”Effect of Oil on Engineering Properties of Lateritic Soil”, Final Year Project in Department of Civil Engineering, Federal Polytechnic, Ede.
      MUSA .H. (2014),”Effect of Contamination Sulphate Contamination on Engineering Properties of Lateritic Soil”, Final Year project in Department of Civil Engineering Kwara State Polytechnic, Ilorin.
      OlukoredeM.osuolale O. dumide D. and mijeed A. (2010),”Effect of Ph on the Geotechnical Properties of Lateritic Soil”, Final Year in Department of Civil Engineering, Ladoke Akintola University, Ogbomosho.
      Schellman, B. (2007),”The History and Origin of Laterite”, Retrieved February 22, 2012 from http://www.laterite.de/djlaterites/n202htm.
      Sherwood, M. (1992),”Effect of Pollution of Soil”, Final Year Project in Department of Civil Engineering, New Chelsea, Holland.

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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 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 ... Continue reading---

         
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