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. Define water content, void ratio and dry density of a soil. If wet density of a soil is 1.9 gm per cm at a moisture content of 24%, what will be its dry density?
Ans.- Water Content - The water content w also called the moisture content is defined as the ratio of weight of water ww to the weight of solids wd in a given mass of soil.
w = ww / wd x 100
The water content is generally expressed as a percentage.
Void ratio - Void ratio e of a given soil sample is the ratio of the volume of voids to the volume of soil solids in the given soil mass.
Thus e = vv / vs , vv = Volume of voids. vs = Volume of soil solids.
Dry Density - The dry density γd or the dry unit weight is the weight of solids per unit of total volume ( Prior to drying ) of the soil mass.
gd = Wd / V. or γd = g / (1 + w)
Solution : Given - Wet density of a soil γ = 1.9 gm /cm2
Moisture content w = 24% = 0.24
Dry density γd = g / (1 + w) = 1.9 / 1 + 0.24 = 1.9 / 1.24 = 1.53 gm / cm2 Ans.
As far as only concrete is concerned i.e. plain concrete, the effect of water seepage is very little (depending upon the grade of concrete) whereas for RCC (reinforced cement concr
what is the procedure for gsb proctor test for matrial sampling for lab density
what are advantage of stepping stone
Question Why are voids filled with lightweight infilling material in raft base of pumping stations ? Answer To decrease dead load and therefore to decrease settleme
what is end condition how effected length is calculated
Ask queexplain about the essential parts of transisit ordinate or vernier theodolitestion #Minimum 100 words accepted#
layout of port
Q. Show the Differences Between GGBS and PFA? The use of GGBS as substitute of cement improves smaller reliance on PFA. Particularly GGBS is supposed to be more compatible with
Skid resistance of wearing course Skid resistance of wearing course in a bituminous pavement is contributed by macro texture (which implies the general surface roughness) and
The loading period for a building extended from Feb., 1957 to Feb., 1959. In Feb., 1962, the average measured settlement was found to be 117 mm. The ultimate settlement was expecte
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