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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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