PRINCIPLES OF GEOTECH.ENGINEERING >LL+M
9th Edition
ISBN: 9781337583879
Author: Das
Publisher: CENGAGE L
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Chapter 4, Problem 4.9P
To determine
Find the liquid limit value of the soil using fall cone method.
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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.
Chapter 4 Solutions
PRINCIPLES OF GEOTECH.ENGINEERING >LL+M
Ch. 4 - During Atterberg limit tests in the soil mechanics...Ch. 4 - Prob. 4.2PCh. 4 - Prob. 4.3PCh. 4 - Results from a liquid limit test conducted on a...Ch. 4 - The following data were obtained by conducting...Ch. 4 - Refer to the soil in Problem 4.5. Using the...Ch. 4 - Following results are obtained for a liquid limit...Ch. 4 - Prob. 4.8PCh. 4 - Prob. 4.9PCh. 4 - Prob. 4.10P
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