The following are the data of a soil sample Sample Size - 3.81 cm diameter, 7.62 cm high.Wet weight -1.668 NOven-dry weight - 1.400 NSpecific Gravity - 2.70Calculate the following:a. Void Ratio,b. Water content,Degree of Saturationc.d. Dry Unit Weight in Metrice. Unit weight in Metricf. Saturated Unit Weight in MetricDry Density in MetricDensity in Metricg.h.i. Saturated Density in Metric

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Sample Size - 3.81 cm diameter, 7.62 cm high. Wet weight -1.668 N Oven-dry weight - 1.400 N Specific Gravity - 2.70 Calculate the following: a. Void Ratio, b. Water content, c. Degree of Saturation d. e. Dry Unit Weight in Metric Unit weight in Metric f. Saturated Unit Weight in Metric g. Dry Density in Metric h. Density in Metric i. Saturated Density in Metric

Sample Size - 3.81 cm diameter, 7.62 cm high. Wet weight -1.668 N Oven-dry weight - 1.400 N Specific Gravity - 2.70 Calculate the following: a. Void Ratio, b. Water content, c. Degree of Saturation d. e. Dry Unit Weight in Metric Unit weight in Metric f. Saturated Unit Weight in Metric g. Dry Density in Metric h. Density in Metric i. Saturated Density in Metric

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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