= 2.75, calculate the zero-air-void unit weight for a soil in lb/ft³ Given G, w = 5%, 8%, 10%, 12%, and 15%. 6.1 6.4 The results of a standard Proctor test are given below. Determine the maximum dry...

= 2.75, calculate the zero-air-void unit weight for a soil in lb/ft³<br>Given G,<br>w = 5%, 8%, 10%, 12%, and 15%.<br>6.1<br>6.4 The results of a standard Proctor test are given below. Determine the maximum dry<br>unit weight of compaction and the optimum moisture content.<br>Weight of<br>wet soil<br>in the mold<br>(Ib)<br>GsYw<br>Vzav =<br>1+ wG5<br>Volume of<br>Moisture<br>Proctor mold<br>(ft³)<br>content<br>(%)<br>GSYW<br>1/30<br>3.26<br>8.4<br>Ya =<br>1/30<br>1+ GW<br>4.15<br>10.2<br>1/30<br>4.67<br>12.3<br>1/30<br>4.02<br>14.6<br>Se = Gsw<br>1/30<br>3.63<br>16.8<br>6.5 For the soil described in Problem 6.4, if G, = 2.72, determine the void ratio and<br>the degree of saturation at optimum moisture content.<br>

Extracted text: = 2.75, calculate the zero-air-void unit weight for a soil in lb/ft³ Given G, w = 5%, 8%, 10%, 12%, and 15%. 6.1 6.4 The results of a standard Proctor test are given below. Determine the maximum dry unit weight of compaction and the optimum moisture content. Weight of wet soil in the mold (Ib) GsYw Vzav = 1+ wG5 Volume of Moisture Proctor mold (ft³) content (%) GSYW 1/30 3.26 8.4 Ya = 1/30 1+ GW 4.15 10.2 1/30 4.67 12.3 1/30 4.02 14.6 Se = Gsw 1/30 3.63 16.8 6.5 For the soil described in Problem 6.4, if G, = 2.72, determine the void ratio and the degree of saturation at optimum moisture content.

Jun 11, 2022

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= 2.75, calculate the zero-air-void unit weight for a soil in lb/ft³ Given G, w = 5%, 8%, 10%, 12%, and 15%. 6.1 6.4 The results of a standard Proctor test are given below. Determine the maximum dry...

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