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. The field density of a compacted fill is determined by means of a core cutter whose empty weight is 1000 g and volume is 1000 cm3. The cutter full of soil weights 2890 g. If the water content is 11%, what is the dry density?
Ans.- Weight of empty core cutter - 1000 g.
Volume of core cutter - 1000 cm3.
Weight of core cutter with full of soil - 2890 g.
Weight of soil in core cutter - 2890 - 1000 = 1890 g.
Field density of soil = Weight of soil / Volume of Soil = 1890 / 1000 = 1.89 g./ cm3.
Water content in soil - 11%.
Weight of water in soil = 11 / 100 x 1890 = 207.90 g.
Weight of dry soil = 1890 - 207.90 = 1682.10 g.
Dry density of soil = Weight of dry soil / Volume of Soil = 1682.10 / 1000 = 1.68 g./ cm3.
Dense Bituminous Macadam: A Dense Bituminous Macadam (DBM) is a close-graded premix material having a voids content of 5-10 per cent. Two gradings are normally adopted :
Strength of Concrete at the Transfer Stage Concrete strength in the member at the transfer stage should conform to the design requirements. The frequency of the sampling and t
Define Fathometer with the odolite - Sounding/Sensing Devices? The horizontal scale problem in use of Fathometer can be solved by using equipment, which combines a Fathometer w
GIVE IN DETAIL THE TREATMENT OF TOP SURFACE OF EARTH FILLING..
how to sway portal frame both end fixed due to eccentric loading with diagram
Passenger Conveyors: Passenger conveyors are used at locations where a large concentration of passengers has to be moved from one place to another. Escalators are used to conv
Statically indeterminate structures a. Fall into two categories: 1. Beam problems with additional supports/restraints 2. Axial bar members subjected to temperature/forc
what is fore bearing and back bearing
In a curved prestressed bridge , how ought to the guided bearings in piers of curved region be oriented with respect to a fixed bearing in abutment?
How to prove that heat and work are the path functions?
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