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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.
Explain Beam-Columns 1. A specific case of a beam subjected to: Axial loading Strong axis flexural stress 2. The section is also pinned at both ends pe
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Q. Time to remove formwork to cater for early thermal movement? Let's take a circular column as an illustration to explain effect of internal restraint to thick sections. W
write a short on vector representation of force(addition and substraction )
how does wrong calculations in normal stress cause partial or total collapse of a building?
Question While designing sewer pipes , why vitrified clay pipes commonly is used for pipe size less than 600mm still as precast concrete pipes with PVC lining is used for pipe
Explain equation for Change Interval y = t + v / 2a + 64.4G Where: y = length of yellow interval (sec) t = driver perception/reaction time (1.0 sec generally used)
long span bridge or continuous bridge which is more preferable and why ??? what is the major problem in continuous bridge and what would be its effect if there is any differential
Explain the Shrink Factor of Soil In addition to the swell factor and its associated load factor, soil also has a shrink factor. While the first two relate the volume of an equ
Impact Test: Resistance of stones to impact is found by conducting tests in impacting testing machine .It contain of a frame with guides in which a metal hammer weighing 13.
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