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!
Landslides:
Landslides are common in the Himalayan hill roads. The main causes contributing to landslides are:
(a) Removal of lateral support at the bottom of a hill due to erosion by rivers.
(b) Earthquakes.
(c) Clearing of vegetation by cutting trees and grazing by cattle.
(d) Increased surcharge caused by rain or snow.
(e) Lack of drainage.
(f) Presence of faults and joints in the strata.
The measures for the correction of landslides include:
(a) Improvement in the surface drainage by constructing catchwater drains, side drains, cross-drainage structures and French drains.
(b) Afforestation and growth of vegetation by providing jute fabric and turfing.
(c) Prevention of grazing of animals by fencing.
(d) Provision of check walls, breast walls and toe walls.
Q. Defaults for precast concrete pipes made by spinning? Small diameter precast concrete pipes are generally manufactured by spinning method. The spinning method fundamentally
Total Dynamic Head: (TDH) y-axis plot point related to each x-axis flow rate along the system curve plot. TDH = h a = TSH + h f + v 2 /2g v 2 / 2g usually small
what is coursed rubble masonry
Evaluate break even point: A vehicle manufacturing firm purchase axle from a shaft manufacturing industry at Rs.100 each. If it establishes the essential apparatus for the pro
Question For column reinforcements, why is helical reinforcement sometimes designed instead of regular links with reasons? Answer The utilization of links for column designi
slope deflection with settlement
Explain the Design Criteria Sedimentation basin Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area) Detention time t or ? = V/Q (Volume /Flow rate)
definition
the importance of softening point of a bitumen material in the design of a pavement
Define the Approach Velocity Typical problems have negligible approach velocity. v 1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the ve
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