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.
What is Bonded Post-tensioning In post-tensioned construction, ducts, in which tendons are provided, are sometimes grouted after the stressing operation. Though the mechanism
Materiality is used only at the planning stage of the audit. Ans: I disagree with the statement because: When planning the audit, the auditor considers what would make the fi
write a note on distomat
What you need to do in my assignment only for the calculation part for project Task CalculateSG A: Ground Level, SG B: First Level, SG C: Second > Level, SG D: Third Level, and Su
WCB from included angle
state and prove Heisenberg uncertainity principle?
Q. Protection of line in case of ‘STOP DEAD RESTRICTION' for carrying out a work of short duration on a single line section on a B.G. route Ans. Protection in block sectio
NEED TO DESIGN A CANTILEVER RETAINING WALL 8M HIGH, SATURATED UNIT WEIGHT IS 16KN/M3, SURCHARGE IS 7KN/M2, LOAD ABOVE WALL SUPPORTED ON WALL STEM IS 10KN/M RUN, ANGLE IN INTERNAL F
A rectangular concrete beam is subjected to a factored moment (Mu) of 345 kip*ft. The beam has the following properties: f'c = 5500 psi fy = 60,000 psi h = 39 in
Brick Pavement: In regions where stone aggregates are not available within economical leads, bricks provide a cheaper alternative. Flat-brick or brick-on-edge pavements provi
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