il, the maximum and minimum void ratios are 0.77 and 0.41, respectively. If Gs=2.66 and w=9%, what is the moist unit weight of compaction (kN/m3) in the field if Dr=90% ? For a given sandy soil, emax=0.75 and emin=0.52. If Gs=2.67 and Dr=65% determine the void ratio and the dry unit weight.?
il, the maximum and minimum void ratios are 0.77 and 0.41, respectively. If Gs=2.66 and w=9%, what is the moist unit weight of compaction (kN/m3) in the field if Dr=90% ? For a given sandy soil, emax=0.75 and emin=0.52. If Gs=2.67 and Dr=65% determine the void ratio and the dry unit weight.?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For a given sandy soil, the maximum and minimum void ratios are 0.77 and 0.41, respectively. If Gs=2.66 and w=9%, what is the moist unit weight of compaction (kN/m3) in the field if Dr=90% ?
For a given sandy soil, emax=0.75 and emin=0.52. If Gs=2.67 and Dr=65% determine the void ratio and the dry unit weight.?
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