Problem-1 A soil sample, taken from a borrow pit has a specific gravity of soil solids of 2.65. The sample was taken to a materials laboratory and tested. The results of a standard Proctor test are...


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Geotechnical Engineering-1




Problem-1<br>A soil sample, taken from a borrow pit has a specific gravity of soil solids of 2.65. The sample<br>was taken to a materials laboratory and tested. The results of a standard Proctor test are<br>tabulated below.<br>Weight of soil (lb) Moisture content (%)<br>2.60<br>10%<br>3.70<br>14%<br>3.90<br>15%<br>3.85<br>16%<br>3.70<br>17%<br>3.60<br>19%<br>Find the optimum moisture content and maximum dry unit weight<br>

Extracted text: Problem-1 A soil sample, taken from a borrow pit has a specific gravity of soil solids of 2.65. The sample was taken to a materials laboratory and tested. The results of a standard Proctor test are tabulated below. Weight of soil (lb) Moisture content (%) 2.60 10% 3.70 14% 3.90 15% 3.85 16% 3.70 17% 3.60 19% Find the optimum moisture content and maximum dry unit weight

Jun 10, 2022
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