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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.
Find the Cumulative Distribution Function: Find the cdf of Y = Z 2 where Z - N (0,l) Solution: F(y)= P(Y ≤ y) = p(z 2 ≤y) = P(-√y≤ √z≤√y) = ?(√y)- ?(-√y) = ?(√y)
I need urgent support in my assignment and also my UU triaxial lab report. thanks Maryam
Define Remedial measures for Problems in Turbid Water - Refraction? There is little that can be done to overcome the effects of refraction. Image definition and contrast in tur
copper and zinc is type of alloy
Importance of Tendons in post-tensioned members Tendons in post-tensioned members are subjected to different amounts of stresses (among themselves) due to following reasons.
Shear distribution for I section
In case of simple bending after simply supported beam, derive that M/I = s /y = E/R.
Question-Why is span length ratio of end span, approach span to its neighbouring inner spans typically about 0.75? Answer-From aesthetic point of view, odd number of span
THE DESIGN PERIOD AVERAGE DAILY DEMAND CALCULATE. THE DESIGN DEMAND FOR THE WATER RETICULATION OR DISTRIBUTION PERIOD.
describe in detail the various parts of a total station
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