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 3-m-thick, wide fill (γ = 19 kN/m3) is placed over a soil profile consisting of 6 m of plastic clay (γ = 16 kN/m3, e0, = 1.7, Cc, = 1.2, OCR= 1.4, Cr/Cc, = 0.15) over 10 m of organic silt (γ = 16 kN/m3, e0, = 1.2, Cc, = 0.8, OCR = 1.0, Cr/Cc = 0.1, and Ca/Cc, = 0.06) over dense sand. The water table is at the surface of the plastic clay. Compute the settlement resulting from:
(a) primary consolidation of the plastic clay, and
(b) consolidation of organic silt after 30 years assuming that primary consolidation is completed in 7 years.
A Charpy V Notch test was conducted for an ASTM A572 Grade 50 bridge steel. the average values of the test results at four different test temperatires were found to be
Suppose that from the past experience a professor knows that the test score of a student taking his final examination is arandom variable with mean 70 and standarddeviation 85
Consider a high-rate sedimentation basin with tube settlers. The basin is 120 feet long and 30 feet wide. The length of the basin covered by tube settlers is 90 feet. The water depth is 15 feet.
Assume that theta is given in degrees, and write the MATLAB statements to evaluate tan(theta) as long as the magnitude of cos( theta) is grater than or equal to 10^(-20). If the magnitude of cos(theta) is less than 10^(-20)
1. you are working for urs on a building project in dearborn michigan. you are responsible for the design of the
A water-filled U-tube manometer is used to measure the pressure inside a tank that contains air. The water level in the U-tube on the side that connects to the tank is 5 ft above the base of the tank.
A borehole at a site reveals a soil profile comprising 6 m deep fine sand layer overlying a 9 m thick clay layer, which in turn overlies weathered bedrock. The groundwater table is located at a depth of 4 m from the ground surface.
determine the power developed by the force when t = 5s. Hint: First determine the time needed for the force to cause motion.
Describe the basic principle of differential GNSS positioning and the difference between real time differential GNSS and post processed differential GNSS.
create a primary function that uses a function handle with a nested function to compute the ninimum of the function 20x^2-200x+12 over the range 0
A soil borrow material in its natural state in the ground has a unit weight of 85 pfc. When a sample of this soil is dried in the laboratory, its dry unit weight is 72 pfc.
Computations are to be made for a street curve with delfection angle delta = 50 degrees 00 minutes 00 seconds and centerline radius of 120 feet. The PI is at station 8+72.43.
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