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!
Q. Why we need Transition slabs in bridges?
In a number of designs, transition slabs are provided on the approach to bridges. For example soils in embankment supporting the roads may settle because of insufficient compaction and sharp depressions will be developed at the junction with relatively rigid end of bridge decks. This creates problem of poor riding surfaces of carriageway and proper maintenance has to be carried out to rectify the situation. Consequently transition slabs are sometimes designed at these junctions to distribute the relative settlements between approaching embankments and end of bridge decks sothat quality of riding surface between these junctions can be considerably improved andsubstantial savings can be obtained by requiring less maintenance.
Topographical Survey and Preparation of Drawings: Topographical Survey for a road project consists of three sequential stages: (a) Reconnaissance Survey, including a study
Q. Ceramic Tiles for construction material? For public toilet bath rooms , kitchen etc to ensure cleanliness floors should be provided with ceramic tile. For water points on
curing of brick masonry
Question For rigid pavement, what is recompense of using lean concrete sub-base instead of traditional granular sub-base? Answer There are some shortcomings of using
Question Geotechnical Instrumentation is often employed for monitoring state of reclamation . From time to time two piezometers are installed inside same borehole. What is mai
Determine what is meant by normally consolidated clay stratum and over-consolidated clay stratum. Draw typical results of consolidation test data to a suitable plot relating the vo
Significance of tailwater level in culverts Headwater level and tailwater level of culverts are significant parameters in hydraulic design. Headwater level can't be set too la
friction circle method of stability of slope
what is fugelege
i am facing some problem in solving the problem of elongation due to self weight suspended from fixed support in the conical bar
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