A sample from the field has an in-situ void ratio of 0.680 and were tested in the laboratory and found that the specific gravity is 2.550. The sample is compacted to a void ratio of 0.480 and the relative density is determined to be 58.120%. It was then oven-dried and compacted again, but this time to its densest possible state and the recorded mass and the volume are 425.870 grams and 205.370 cubic centimeters. Determine the following: maximum void ratio, relative density of the soil , volume of the soil after first compaction

A sample from the field has an in-situ void ratio of 0.680 and were tested in the laboratory and found that the specific gravity is 2.550. The sample is compacted to a void ratio of 0.480 and the relative density is determined to be 58.120%. It was then oven-dried and compacted again, but this time to its densest possible state and the recorded mass and the volume are 425.870 grams and 205.370 cubic centimeters. Determine the following: maximum void ratio, relative density of the soil , volume of the soil after first compaction

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.19P

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