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Engineering · Civil Engineering
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1. The fig ure provides data from a cone penetrometer test. Determine the soil classification, the relative density, and the effective friction angle of the soil at depth 22 feet, if the unit weight is 1 lb/ft3. 15 10 30 240 50 70 75 80 0 75 150 225300 e (tst) se (tsf) u (sf) Figure 4.14 Sample CPT test resulis. These results were obtained from a piezocone, and thus also include a plot of pore water pressure, u, vs. depth. All stresses and pressures are expressed in tons per square foot (isf). For prac- tical purposes, l taf kgC㎡ (Alta Geo Cone Penetrometer Testing Services, Sandy, Utah).
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