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.
effects of aggregates used in concrete
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
The following test results were obtained for a 100 ml wastewater sample taken at the inlet to wastewater treatment plant. The tests were performed using the standard methods. Dete
write a c program To compute interior angles and correct them for observational errors and adjusting the bearing of remaining sides when the bearings taken on a closed compass trav
earthen dam and gravity dam
define traverse.purpose of traverse, procedures of traverse, taking linner measurment, types of traverse, convert the following quardnatal bearing to wcb. 1.OA= N15 deg10mins ''E,
Modern marketing calls for more than just developing a good product, pricing it attractively, and making it available to target customers. Companies must also communicate with thei
principle of working from whole to part
The plan of a proposed spoil heap is shown in Fig. The heap will stand on a thick deposit of soft clay with E-value 15 MN/m 2 . The uniform pressure on the soil may be suppose as 1
tack rivet figures with connections
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