GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE

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GEOTECHNICAL ENGINEERING DO NOT ROUND OFF IN BETWEEN SOLUTIONS NEED ASAP PLEASE

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GEOTECHNICAL ENGINEERING
DO NOT ROUND OFF IN BETWEEN SOLUTIONS
NEED ASAP PLEASE
Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1
Geotechnical Engineering Do Not Round Off In Between Solutions Need Asap Please 1 (16.6 KiB) Viewed 34 times
The results of a Standard Proctor test are given in the following table. Trial 1 Moist Weight of Wet Soil Moisture Content in the mold (lb) 26 4.08 28 2 اله 30 4.12 4.18 4 32 Determine 1. Maximum dry unit weight in lb/ft^3 (4 decimal places) 2. Optimum water content in % (4 decimal places)
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