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The Atterberg limits of a clay soil are: Liquid limit = 63%, Plastic limit = 40%, and shrinkage limit = 27%. If a sample of this soil has a volume of 10 cm3 at the liquid limit and a volume of 6.4 cm3 at the shrinkage limit, verify the specific gravity of solids, shrinkage ratio, and volumetric shrinkage.
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Explain the Dupuit Equations for Unconfined Aquifers Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 ) Using log 10 : Q = K((h 2 ) 2 - (h 1 ) 2 )/((1055)l
State the effect of the induction of the pre-stresses The net effect of the induction of the pre-stresses shall be to decrease the tensile stresses (produced due to the exte
Q. Show the application of Concrete crash barriers? Concrete crash barriers aren't considered as the best barrier design due to the following reasons when compared with flexibl
Explain Residential building ?
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Maximum shear stress - state of stress: Consider the state of stress. (a) According to principal stress theory the equivalent stress for this case is simply σ 1 , i.e. 300
Question What is dissimilarity in request between open stirrups and closed stirrups in Concrete beams? Answer Open stirrups are supplied principally to oppose shear forces in
how would you perform a rantangular tie ,using an optical square
CASTE DISCRIMANIMATION
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