. Refer to Figure 7.16. What would 90% of the maxi- mum dry density equal for this curve? If the speci fications require 95% of standard Proctor density and within +2% of the optimum water content, what range of values would be acceptable for this test?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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25. Refer to Figure 7.16. What would 90% of the maxi-
mum dry density equal for this curve? If the speci
fications require 95% of standard Proctor density
and within +2% of the optimum water content, what
range of values would be acceptable for this test?
Transcribed Image Text:25. Refer to Figure 7.16. What would 90% of the maxi- mum dry density equal for this curve? If the speci fications require 95% of standard Proctor density and within +2% of the optimum water content, what range of values would be acceptable for this test?
Dry unit weight (y) (lb/ft³)
120
115
110
105
5.0
Maximum
dry density
120.5
13%
Optimum
water
content
10.0
Water content (w) (%)
15.0
0.40
0.50
0.60
Figure 7.16 Standard Proctor compaction curve.
Note: 62.4 lb/ft³ = 1 Mg/m³.
Void ratio (e)
Transcribed Image Text:Dry unit weight (y) (lb/ft³) 120 115 110 105 5.0 Maximum dry density 120.5 13% Optimum water content 10.0 Water content (w) (%) 15.0 0.40 0.50 0.60 Figure 7.16 Standard Proctor compaction curve. Note: 62.4 lb/ft³ = 1 Mg/m³. Void ratio (e)
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