Engineering, 28.04.2021 17:30 cameron1357
mpressible clay layer 10 m thick has an initial void ratio in situ of 1.026. Test and computations show the final void ratio of the clay layer after construction of a simple framed structure is 0.978 plus or minus 0.001. Determine the estimated primary consolidation settlement of the structure. Analyze total and differential settlement to be expected assuming one end settles to 0.979 and the other end settles to 0.977. Does this simple framed structure fall within the differential and/or maximum permissible settlement assuming a length between the footings of 25 m
Answers: 1
Engineering, 04.07.2019 18:10, wyattlb97
Water at the rate of 1 kg/s is forced through a tube with a 2.5 cm inner diameter. the inlet water temperature is 15°c, and the outlet water temperature is 50°c. the tube wall temperature is 14°c higher than the local water temperature all along the length of the tube. what is the length of the tube?
Answers: 3
Engineering, 04.07.2019 18:20, cxttiemsp021
Atank with constant volume contains 2.27 kg of a mixture of water phases (liquid-vapor). in the initial state the temperature and the quality are 127 °c and 0.6, respectively. the mixture is heated until the temperature of 160 oc is reached. illustrate the process in a t-v diagram. then, determine (1) the mass of the vapor in kg at the initial state, (2) the final pressure in kpa.
Answers: 3
mpressible clay layer 10 m thick has an initial void ratio in situ of 1.026. Test and computations s...
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