Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- In a partially saturated soil, the following data are available; void ratio 1.0, moisture 32%, solids density 2.7. Calculate:to. The specific weight of the soil massb. Degree of saturation (%)c. Relative specific weight of the soil massarrow_forwardThe void ratio of the soil is given as 0.6. Determine the porosity of the soil.arrow_forwardfinal ans is 0.37arrow_forward
- Someone can help me with this one please. Following are the results of a shrinkage limit test:arrow_forwardSituation 5 : A sample of saturated clay was placed in a container and weighed. The weight was 6N. The clay in its container was placed in an oven dray for 24 hours @ 105℃. The weight reduced to a constant weight of 5N. The weight of the container is 1N. If Gs = 2.7, determine: a. Water content b. Void ratio c. Moist unit weight d. Dry unit weight f. Effective unit weightarrow_forwardSituation 3: The total volume of a soil specimen is 80,000 mm 3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3 . Find the following: a. The water content b. Void Ratio c. Porosity d. Degree of saturation e. Saturated unit weight f. Dry unit weightarrow_forward
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