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hey whats going on everybody welcome back to civil engineering academy my name is cody lets go ahead and get started so today we have a soil mechanics problem and in particular were going to be solving for the void ratio uh so heres what the question says a sample of moist soil has the following characteristics our specific gravity is 2.6 our volume as sampled is 0.53 cubic feet our mass as sampled is 57.73 pounds of mass and then our mass oven dried is 49.32 pounds of mass the void ratio of the in situ sole is most nearly what all right so this is going to be a great practice problem if youre looking for some page numbers on this one in the fe reference manual youre going to be looking in page 259 and then in the pe reference manual youre going to be in page 140 and 141 all right and getting this guy fired up what are we solving for were looking for the void ratio and so the formula for this ones going to be e equals the volume of the voids over the volume of the solids okay