Tiêu đề Geo 1 Lecture Notes.pdf ✅

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Given the following soil properties: Gs = 2.67 e = 0.45 S = 40% Q2: Calculate the dry unit weight of soil γm = Gs + Se 1 + e γw γd = Gs 1 + e γw γd = 2.67 1 + 0.45 × 9.81 kN m3 = 18.064 kN/m3