Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Roads in Hilly Areas:
(a) The alignment selected should attain the changes in elevation by adopting the ruling gradient to the maximum length. Limiting and exceptional gradients should be avoided as far as possible.
(b) Avoid deep cuttings, high embankments and costly tunnels.
(c) Areas prone to landslides and subsidences should be avoided.
(d) Areas liable to snow drift and avalanches should be avoided.
(e) Obligatory points such as bridges, passes and tunnels should be identified first and the alignment shall be selected to match with them.
(f) Sunny side of exposed hill is preferred.
(g) Hairpin bends should be avoided as far as possible. If unavoidable, they should be located on gentle hill slopes.
(h) The main object of a hill road is to gain elevation. Thus, alternate rise and fall should be avoided.
explain about vee bee test
Theories of Failure - cases of solids: Let us now consider the solid shown in Figure (b). (a) As the principal stresses are within 260 MPa, the solid is safe ac
Minimum volume of sump volume for pumps Maximum pumping rate = Q P Volume of sump = V Inflow Rate = Q i Cycle Time T c = t 1 + t 2 t 1 = V / Q P - Q i t 2
determine the reaction and draw shear
curing of brick masonry
test in fresh concrete
Describe 'general shear failure' and 'Local shear failure'. Differentiate among (i) Shallow foundation and deep foundation, (ii) Gross and net bearing capacity, (iii) S
WHY WE ARE USING MAMENT OF INERTIA IN STRAIN ENERGY STRUCTURE
The state of stress at a point is given by the stress components sx = 70 MPa, sy = 10 MPa and ?xy = - 40 MPa. Using Mohr''s circle, find (i) Principal stresses, and (ii) Principal
#questiosssn..
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd