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. Sand cone test – suitable for all soils?
Sand cone (replacement) test is generally carried out to determine the in-situ and compacted density of soils. This testing method isn't suitable for granular soils with high void ratio since they comprises large voids and openings that provide an access for sand to enter these holes during the test. Furthermore soils under testing must have sufficient cohesion so as to sustain the stability of the sides of excavation at the time of the excavation step in sand cone (replacement) test. Additionally organic or highly plastic soils are also considered not suitable for this test since they tend to deform readily at the time of the excavation of holes and they can be too soft to resist stress arising from excavation and from placing the apparatus on the soils.
what type of basin in which is stored and what is silos what is channel and correcting basins what type of clinker is formed
In order to determine the water content of a wet sand, a sample weighing 4 N was put in a pyknometer. Water was then poured to fill it and the weight of the pyknometer and its con
Q. What is Immediate Settlement? Strain in all coarse grained, dry or partly saturated fine grained soils occur immediately after the application of stress. Hence, this change
Q. What do you mean by River Gauging? Due to certain behavior of rivers the problem of gauging then is quit complex. The purpose of river gauging is to stabilize the river chan
layout of harbour
how to perform experiment on magnetic susceptibility
Explain what is Stationing - Transportation 1) Stationing concept is used along horizontal alignments for referencing purpose 2) 1 station = 100 feet 3) How do you repres
what is tension member
1) A building constructed from steelwork requires the following sections to be designed: a. A beam carrying a characteristic permanent load of 11kN/m and a characteristic variable
how to calculate section properties
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