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!
Borrow Pits
Borrow pits are the locations from where the embankment soil is obtained. The following guidelines govern the location of borrow pits :
(a) They should be preferably not located in the road land. If unavoidable, they should be located as near to the road boundary as possible.
(b) For a minimum distance of 5 m from the toe of the final embankment, no borrow pits shall be dug. For Rural Roads, this distance may be 1.5 m.
(c) They should be rectangular in shape.
(d) They should not be dug continuously and ridges should be left between borrow pits.
(e) They should be drained so that water does not collect in them and be a breeding ground for mosquitoes.
The drainage system of a cantilever wall shown in Figure As 1 became blocked after a heavy rainstorm and the groundwater level, which was originally below the base, rose to1.5 (m)
what is plastic?its types and composition and its uses as engineering material
what is premix carpet open graded and where is it used and what are its limitations ?
Q. Afflux on account of obstruction to flow? Even if the river constriction on account of approach banks is not excessive and bridge waterway is wider than that causing critica
Using Laplace transfom, the following differential equation d y dy dt reduces to the algebraic equation of the form Resolve y(s) into partial fractions
what will be the w/c ration and cement/fly ash ration for the particular mix design
Question Why are transitional jacks designed in pipe jacking projects? Answer While development of pipe jacking stops, building up of confrontation is extremely
Ask question #MinThe maximum instantaneous extension, produced by an unknown falling weight through a height of 4 cm in a vertical bar of length 3 m and of cross sectional area 5 c
Referring to problem 1, in order to meet a 1-hour fire code rating the slab thickness must be at least 4.00. Based on the information given in problem 1 and with a slab thickness o
Classification Based on Modulus of Elasticity: Young's modulus is resolute by conducting bending test. On this basis timber is classified as following: Group A: E = 12.5 kN
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