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!
A dense sand has an effective friction angle of 43 and c'=0. A dry, 2.8-inch diameter sample is tested in drained triaxial shear with a confining pressure of 2500 psf. What axial load, P (in pounds), will be required to fail the sample?
Estimate the equivalent 18-kip single-axle load applications (ESAL) for a four-lane pavement (two lanes in each direction) of a rural interstate highway with a truck Count of 1000 per day (including 2-axle. 4-tire panel, and pickup trucks), an ann..
Determine the stability of the cantilever wall shown in Figure P15.10 and sketch a drainage system to prevent buildup of pore water pressures behind the wall.
Discuss the advantage of maintaining water: cement ratio against the workability of concrete
design a rectangular reinforced concrete beam (tension steel only) for the span and superimposed service loads shown. use f'c=5000psi and A615 grade 60 steel. LL=3.5 k/ft over the first 12 feet of the beam
Find the dimensions of a rectangular concrete channel to carry a flow of 150 m3/s, with bottom slope 0.015, and mean velocity 10.2 m/s.
All four of B's wheels were locked and skid marks indicate that B slid 2 m after impact. If you estimate the coefficient of kinetic friction between B's tires and the road to be 0.4 and the coefficient of restitution to be 0.4
A soil section, as shown in Figure P7.18, has a perched groundwater level. Plot the vertical total and effective stresses and pore-water pressures with depth along sections A-A and B-B. Neglect pore air pressure.
The vehicle has a frontal cross -sectional area of 1.9 m^2. The roadway has a straight alignment and a badly patched and broken asphalt surface. assume a drag coefficient of 0.3 and p of air of 1.29 kg/m^3
A particle moves along a horizontal straight line with a constant acceleration of 5 meters per second squared to the left. The particle starts with a velocity of 10 meters per second to the right.
Undrained Shear box tests were carried out on a series of soil specimens with the following results Total Normal Stress (kPa) Total shear stress at failure (kPa) Determine the cohesion and the angle of friction of the soil
For a 10 story RC frame office building ( 100 ft by 100 ft footprint) located in downtwon Philadelphia : Determine the lateral wind pressure (external) along the height of the building. Building Cateogry II, wind expeosure category B. Basic wind s..
Describe a technique for identifying survey sightings on a curb line so that a series of curb-line shots are joined graphically when they are transferred to the computer (or data collector graphics).
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