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  • Box Culvert Design Using Visual Basic-6.0 (Part-2)
    CHAPTER-2 BOX CULVERT 2.1 DEFINITION OF CULVERT : Culverts refer to the structures provided across a watercourse...
  • Box Culvert Design Using Visual Basic-6.0 (Part-6)
    = 0.5*0.12*8.75 = 0.525 k/ft 3.1.7 UPWARD SOIL PRESSURE : Upward soil pressure at the bottom slab may calculated from the following- From...
  • Box Culvert Design Using Visual Basic-6.0(Part-1)
    ABSTRACT Culverts are defined as structures which provide a passage over a gap without closing the way beneath which may be needed for the p...
  • Box Culvert Design Using Visual Basic-6.0 (Part-7)
  • Box Culvert Design Using Visual Basic-6.0 (Part-3)
    CHAPTER - 3 DESIGN OF BOX CULVERT 3.1 DESIGN OF ONE UNIT BOX CULVERT When the depth of fill is 2 ’ or more...
  • Box Culvert Design Using Visual Basic-6.0 (Part-5)
    In case of concealed slab Effective width, E = 1.75 * 8 = 14 ft. Therefore, let us assume, ...
  • Box Culvert Design Using Visual Basic-6.0 (Part-4)
    Load combination AASHTO group X = DL + ( LL + I ) + E with no increase in allowable unit stress will followed for the purpose of analy...
  • Under-Reamed Piles: Safest Foundation Solution for Black Cotton soil
    Swelling and shrinkage due to the property of volumetric changes of expansive soil like black cotton soil results movement of the ground pro...
  • USC University Hospital, California: The Tested U.S. Base Isolated Building
    The University of Southern California Teaching Hospital in east Los Angeles (1991) had a severe test in 1994, when the Northridge earthquake...

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