5.1 The results of a standard Proctor test are given below. Determine the may imum dry unit weight of compaction and the optimum moisture content Weight of Volume of wet soil Moisture Proctor mold in the mold content (cm') (N) (%) 943 14.5 8.4 943 18.46 10.2 943 20.77 12.3 943 17.88 14.6 943 16.15 16.8
5.1 The results of a standard Proctor test are given below. Determine the may imum dry unit weight of compaction and the optimum moisture content Weight of Volume of wet soil Moisture Proctor mold in the mold content (cm') (N) (%) 943 14.5 8.4 943 18.46 10.2 943 20.77 12.3 943 17.88 14.6 943 16.15 16.8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problems
5.1 The results of a standard Proctor test are given below. Determine the mar
imum dry unit weight of compaction and the optimum moisture content.
Weight of
wet soil
Volume of
Moisture
in the mold
(N)
Proctor mold
content
(cm')
(%)
943
14.5
8.4
943
18.46
10.2
943
20.77
12.3
943
17.88
14.6
943
16.15
16.8
5.2 For the soil described in Problem 5.1, if G. = 2.72, determine the void ratio
and the degree of saturation at optimum moisture content.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F59b8a3c7-17cc-4d7d-baea-803d0f34dbd2%2Fbf3c8a3b-da69-4541-bb64-df968da49403%2F3mexs3p_processed.png&w=3840&q=75)
Transcribed Image Text:Problems
5.1 The results of a standard Proctor test are given below. Determine the mar
imum dry unit weight of compaction and the optimum moisture content.
Weight of
wet soil
Volume of
Moisture
in the mold
(N)
Proctor mold
content
(cm')
(%)
943
14.5
8.4
943
18.46
10.2
943
20.77
12.3
943
17.88
14.6
943
16.15
16.8
5.2 For the soil described in Problem 5.1, if G. = 2.72, determine the void ratio
and the degree of saturation at optimum moisture content.
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