Calculate the primary consolidation settlement of the clay layer.

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. The free fall distance was 1753 mm. The times for the release and catch recorded on the fall experiments were in millisecond: 222.22 800.00 61.11 641.67 0.00 588.89 11.11 588.89 8.33 588.89 11.11 588.89 5.56 586.11 2.78 583.33 Calculate the time taken for the fall for each experiment. Calculate for each fall the acceleration based on time and distance. Calculate the mean of the accelerations. Give in the answer window the calculated mean of accelerations in m/s2.

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Chapter 11, Problem 11.13P

To determine

Calculate the primary consolidation settlement of the clay layer.

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. The free fall distance was 1753 mm. The times for the release and catch recorded on the fall experiments were in millisecond: 222.22 800.00 61.11 641.67 0.00 588.89 11.11 588.89 8.33 588.89 11.11 588.89 5.56 586.11 2.78 583.33 Calculate the time taken for the fall for each experiment. Calculate for each fall the acceleration based on time and distance. Calculate the mean of the accelerations. Give in the answer window the calculated mean of accelerations in m/s2.

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-Design the traffic signal intersection using all red 2 second, for all phase the truck percent 5% for all movement, and PHF -0.95 Check for capacity only Approach Through volume Right volume Left volume Lane width Number of lane Veh/hr Veh/hr Veh/hr m North 700 100 150 3.0 3 south 600 75 160 3.0 3 East 300 80 50 4.0 R west 400 50 55 4.0 2