|A Standard Proctor test was performed on a clayey Sand soil: the test results are shown below. Find, a) Plot the dry unit weight versus the water content. Also plot 0% air void curve. b) Calculate the Kdmax. and the optimum water content from the compaction curve. c) At the optimum condition, calculate void ratio, the degree of saturation and air sontent; assume that Gs = 2.65. d) Calculate the dry unit weight at 95% of Standard Proctor. e) Calculate the moisture range for the 95% yalue. f) The soil will be compacted to its 95% of maximum dry density (dry side of optimum water content). The transfered soil to the construction site has a water content of 12.0 %. How much (m³) water should be added or removed to 1 mº compacted solid xolume during the compaction procedure? (Assume that the mass of solid does not shange.) The results of a Standard Compaction test are shown in the table below. w. (%) 6.5 8.2 9.5 11.2 12.3 13.2 16.5 18.2 19.5 20.2 19.9 19.6
|A Standard Proctor test was performed on a clayey Sand soil: the test results are shown below. Find, a) Plot the dry unit weight versus the water content. Also plot 0% air void curve. b) Calculate the Kdmax. and the optimum water content from the compaction curve. c) At the optimum condition, calculate void ratio, the degree of saturation and air sontent; assume that Gs = 2.65. d) Calculate the dry unit weight at 95% of Standard Proctor. e) Calculate the moisture range for the 95% yalue. f) The soil will be compacted to its 95% of maximum dry density (dry side of optimum water content). The transfered soil to the construction site has a water content of 12.0 %. How much (m³) water should be added or removed to 1 mº compacted solid xolume during the compaction procedure? (Assume that the mass of solid does not shange.) The results of a Standard Compaction test are shown in the table below. w. (%) 6.5 8.2 9.5 11.2 12.3 13.2 16.5 18.2 19.5 20.2 19.9 19.6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A Standard Proctor test was performed on a clayey sand soil; the test results are shown below. Find b,c,d,e,f

Transcribed Image Text:A Standard Proctor test was peuformed on a glavey sand soil; the test results are shown
below. Find.
a) Plot the dry unit weight versus the water content. Also plot 0% air void curve.
b) Calculate the vamax. and the optimum water Sontent from the compaction curve.
c) At the optimum condition, calculate void ratio, the degree of saturation and air
Sontent; assume that Gs = 2.65.
d) Calculate the dry unit weight at 95% of Standard Proctor.
e) Calculate the moisture range for the 95% value.
f) The soil will be compacted to its 95% of maximwm dry density (dry side of optimum
water content). The transfered soil to the construction site has a water content of
12.0 %. How much (m³) water should be added or removed to 1 m’ compacted solid
volume during the compaction procedure? (Assume that the mass of solid does not
shange.)
The results of a Standard Compaction test are shown in the table below.
w. (%)
6.5
8.2
9.5
11.2
12.3
13.2
Z0. (kN/m)
20.2
16.5
18.2
19.5
19.9
19.6
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