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a) Describe the recommended construction practices to avoid deterimental differential settlement in large structures.
(b) What is meant by bearing capacity of soil? How will verify determine it in the field? Explain the procedure bringing out its limitations.
(c) Write brief critical notes on:
(i) Standard Penetration test
(ii) General shear failure and local shear failure of shallow foundations.
centroid of shaded area
Joints in Concrete Pavements: Concrete pavements in India are of the jointed plain (unreinforced type). The following types of joints are needed in them : (a) Transverse C
Define Circular Channels Flowing Partially Full Two sets of curved lines on the Circular Channel Ratios figure (discharge Q/Q full and velocity v/v full ). 1. "n" variabl
Determine the latitude and departure of each side of the closed traverse ABCDA. Total the latitudes and departures. TIP: For Closed Traverse, Sum of Latitudes is Z
Determine about the post-tensioned concrete The transfer stage may take place after a long time from the casting of concrete, in the case of post-tensioned,members, enabling th
For a solid circular shaft transmitting torque, the shape factor is
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 cm 3 at the liquid limit a
find the equation of the line with slope 4 and passing through the point of intersection of the line x+6y-4=0 ad 3x-4y+2=10
Enlongations in solids based on elastic constants
Determine the Basic Concepts of Prestressing In the year 1904, Freyssinet tried to introduce prestresses in concrete to resist stresses developed due to external loads. Later,
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