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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.
Define Types of Deterioration in Steel Substructure There are 5 major types of deterioration in steel substructure in the marine environment: - Corrosion - Abrasion - Loo
Q. Draw a neat dimensioned cross-sectional sketches of a - i. New single Line B.G. track in a cutting on a mainline route. ii. New double Line B. G. track on a trunk route ha
Q. Show the Differences Between GGBS and PFA? The use of GGBS as substitute of cement improves smaller reliance on PFA. Particularly GGBS is supposed to be more compatible with
find the pressure head at 2-2 if the rate of flow in pipe is 0.36m^3/s
For the project network shown, the late start time (day) for activity "Q" is most nearly: Solution: List the paths leading to "Q" and calculate the duration for each.
Q For a curve of 50, apex angle of 900 and transition length of 60m, calculate the parameters for setting out curve by a Theodolite for TTP, mid point of transition, CTP and a p
Q. What is Multiple-cell box girder? Multiple-cell box girder: cells connected by top flanges vs. cells connected both by top and bottom flanges When the depth of a box gi
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
symbols of electrical layout
sir i want to know that which pages of IS800:2007 is used for steel design of tension member, compression member, collumn, beam, connections, trusses etc.. please give me the topic
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