Use the grain-size distribution curve shown below to classify soils A and B using the USCS. Soil B's Atterberg limits ar
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Use the grain-size distribution curve shown below to classify soils A and B using the USCS. Soil B's Atterberg limits ar
Use the grain-size distribution curve shown below to classify soils A and B using the USCS. Soil B's Atterberg limits are LL = 49% and PL = 45%? Gravel Sand Silt Clay Coarse Medium Fine LO 100 с 90 80 70 60 Percent Finer by Weight B B SO 40 30 20 10 А 0 10 4.75 2 0.420 0.01 0.002 0.001 0.1 0.075 Particle Diameter (mm)
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