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!
QuestionWhat are main dissimilarities in applications between pipe culverts and box culverts? AnswerEssentially, culvert resources covered hydraulic structure that conveys fluid. So in a broad sense, pipe culverts in small scale stand for normal pipes similar to precast concrete pipes. In conditions of hydraulic presentation, circular section is best geometrical sections between all. Consequently, for relative little discharge, precast concrete pipes and ductile iron pipes are usually used which are circular in shape. For applications of extremely large flow, precast concrete pipes and ductile iron pipes might not be obtainable in present market. In this connection, cast-in-situ structure has to be employed. It is further than doubt that fabrication of formwork for circular shape is not easy when compared with regular box culvert structures. Still, circular shape is mainly hydraulic efficient structure which way for a given release, area of flow is smallest amount. Thus, it helps to save cost of extra linings compulsory for choice of box culverts.
But, box culverts do own a number of advantages. As in they can manage with large flow situation anywhere headroom is partial since height of box culverts can be reduced while size of pipe culverts is permanent. Secondly, for some difficult site situations for example excavation of arrangement in rock, for same equivalent cross-sectional area, width of box culverts know how to be designed to be lesser than that of pipe culverts and this improves smaller quantity of excavation and backfilling.
While calculating Active Earth Pressure, do Coloumb''s Theory and Rehbann''s theory yield same results? I''ve tried and didn''t get the same results. Where might be the mistake?
How to calculate Coefficient of permeability
Question While precast concrete jacking pipes , from time to time grout holes are calculated inside these precast pipes. Give specific and key reasons? Answer Grout h
The stresses at failure on the failure plane in a cohesionless soil mass were: Shear stress = 4 kN/m 2 ; normal stress = 10 kN/m 2 . Verify the resultant stress on the failure plan
State the group efficiency of a rectangular group of piles with 4 rows, 3 piles per row, the uniform pile spacing being 3 times the pile diameter. If the individual pile capacity i
I need some help sizing a rectangular plate that will distribute my load to the simply supported beams below.
CEMENT RATIO MEANS
Q. Show the Continuous Piezocone Penetration Test? Continuous piezocone penetration test essentiallycomprises standard cone penetration test and a measurement of pore water pre
Define the Spalling - underwater inspection of bridge? A spall is a roughly circular or oval depression in the concrete. Corroding reinforcement can cause spalls and reinforcin
scour depth definition
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