The results of a Standard Compaction test are shown in the table below: Moisture Content Soil Unit Weight 6.2 8.1 12.3 96.8 19.5 11.5 13.2 16.9 18.7 20.5 20.4 20.1 Note: Add 0.01(last 2 digits of your ID number to the results above before solving. a. Determine the maximum dry unit weight and OMC. b. What is the dry unit weight and moisture range at 95 % relative compaction? c. Determine the degree of saturation at the maximum dry density if G, = 2.70.

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter2: Origin Of Soil And Grain Size
Section: Chapter Questions
Problem 2.2CTP: Refer to Problem 2.C.1. Results of the sieve analysis for Soils A, B, and C are given below. To...
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The results of a Standard Compaction test are shown in the table below:
Moisture Content
Soil Unit Weight
6.2
8.1
12.3
96.8
19.5
11.5
13.2
16.9
18.7
20.5
20.4
20.1
Note: Add 0.01(last 2 digits of your ID number to the results above before solving.
a. Determine the maximum dry unit weight and OMC.
b. What is the dry unit weight and moisture range at 95 % relative compaction?
c. Determine the degree of saturation at the maximum dry density if G, = 2.70.
Transcribed Image Text:The results of a Standard Compaction test are shown in the table below: Moisture Content Soil Unit Weight 6.2 8.1 12.3 96.8 19.5 11.5 13.2 16.9 18.7 20.5 20.4 20.1 Note: Add 0.01(last 2 digits of your ID number to the results above before solving. a. Determine the maximum dry unit weight and OMC. b. What is the dry unit weight and moisture range at 95 % relative compaction? c. Determine the degree of saturation at the maximum dry density if G, = 2.70.
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