Standard Proctor test was conducted on a silty clay soil collected from a proposed construction site. The results are shown in the following table. trial no. mass of moist soil in the mold (g)...


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Standard Proctor test was conducted on a silty clay soil collected from a proposed construction site. The results are shown in<br>the following table.<br>trial no. mass of moist soil in<br>the mold (g)<br>moisture<br>Dry density<br>content (%)<br>1<br>1480<br>9.4<br>1570<br>12.4<br>3<br>1690<br>14<br>4<br>1700<br>15.5<br>1650<br>18.3<br>a. Determine the maximum dry density (kg/m3) of compaction and the optimum moisture content. Given: volume of<br>mold: 943.3 cm3.<br>b. What is the degree of saturation at optimum moisture content? Gs=2.75<br>c. If the required field dry unit weight is 1470 kg/m3, what is the relative compaction?<br>d. What should be the range of compaction moisture contents in the field to achieve the above relative compaction?<br>

Extracted text: Standard Proctor test was conducted on a silty clay soil collected from a proposed construction site. The results are shown in the following table. trial no. mass of moist soil in the mold (g) moisture Dry density content (%) 1 1480 9.4 1570 12.4 3 1690 14 4 1700 15.5 1650 18.3 a. Determine the maximum dry density (kg/m3) of compaction and the optimum moisture content. Given: volume of mold: 943.3 cm3. b. What is the degree of saturation at optimum moisture content? Gs=2.75 c. If the required field dry unit weight is 1470 kg/m3, what is the relative compaction? d. What should be the range of compaction moisture contents in the field to achieve the above relative compaction?

Jun 11, 2022
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