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!
The following results were obtained from a liquid limit test on a clay using the Casagrande cup device.
Number of blows 6 12 20 28 32
Water Content (%) 52.5 47.1 43.2 38.6 37.0
a) determine the liquid limit of this clay
b) If the natural water conten is 38% and the plastic limit is 23%, calculate the liquidity index
c) Do you expect a brittle type of failure for this soil?
Neglecting the mass of the pulley and the effect of friction in the pulley and between block A and the horizontal surface. Determine (a) the initial tension in the table (b) the initial acceleration of Block A (c) the initial acceleration of Block..
A water main springs a leak and the geyser is estimated to be 20 feet in height. It is also estimated that about 300 gallons per minute is leaking based on flow into gutter. About how big is the hole in the water pipe
Drawdown data from an observation piezometer near a well used for a pumping test with constant pumping rate is plotted on a semilog plot vs. time (the time axis, on the horizontal, is on a log scale).
Colette Lake has a surface area of 103 ha and a mean depth of 8 m. The pH of the water is 7.6. The lake receives surface water from a lake upstream, rainfall, and diffuse groundwater input. Atmospheric inorganic N deposition is insignificant.
a vertical curve is to connect two tangents that intersect at station 5000 and the elevation 500.00ft. the back tangent
A car travelling at 60 mph in a construction area skids into a stack of concrete barriers. Skid marks leading to the crash measures 150 ft .
Ignoring both axial and shear deformations and using the unit force method, calculate the vertical displacement of joint B.
A rapid-mixing basin is to be designed for a water coagulation plant, and the design flow for the basin is 4.0 MGD (million gallons per day). The basin is to be square with a depth equal to 1.25 times the width.
Assume the section has cracked and use the transformed area method to compute their flexural stresses for the load. Given: Beam 30 ft long with uniform load of 2 k/ft and a point load of 30 k at 10 ft.
a bar of the cross section is shown in figure 3 and is made of steel that is assumed to be elastoplastic
what is your recommendation for the maximum size of coarse aggregate for the following situation? a continuously
Deteemine the velocity of the 30 kg block A if the two blocks are released from rest and the 20 kg block B Moves 0.6 mup the incline .The coefficient of kinetic friction between both blocks and the inclined planes is 0.10
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: +1-415-670-9521
Phone: +1-415-670-9521
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd