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Engineering · Civil Engineering
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7) THE FOLLOWING PARAMETERS WERE OBTAINED ON ASOIL SAMPLE FROM ROAD FILL IN KUWAIT: WATER CONTENT: (w): 15.8% ASSUME Gs 2.67 DETERMINE THE FOLLOWING SOIL PARAMETERS: SHOW CALCULATIONS (10) 7A VOID RATIO: (1001B POROSITY (10) TC DEGREE OF SATURATION: (10) ZD TOTAL UNIT WEIGHT (10) TE IF THE STANDARD PROCTOR M. DRY UNIT WEIGHT FOR THE SOIL IS 125.7 WHAT IS THE PERCENT COMPACTION? (10WZE. WHAT CONSTRUCTION REQUIREMENTS MUST BE DONE FOR THE SOIL TO MEET THE MINIMUM REQUIRED PERCENT COMPACTION OF 95% STANDARD PROCTOR IF THE OPTIMUM WATER CONTENT IS 6.2%? SELECT ALL CORRECT ANSWERS. DRY THE SOIL ADD WATER TO THE SOIL L COMPACT THE SOIL MOVE THE SOIL TO ANOTHER. LOCATION

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