The results of a representative fi eld vane shear test a
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The results of a representative fi eld vane shear test at a site are shown in Figure E12.22a. Previous studies reveal th
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The results of a representative fi eld vane shear test at a site are shown in Figure E12.22a. Previous studies reveal that L 5 0.8 and l 5 0.12 for the top gray clay layer. These are average values. A building with different column loads is to be erected on the site. Estimate the maximum centric load that a 2-m-square footing can support using CSM. The minimum factor of safety is 1.25 and the settlement should not exceed 25 mm. Assume nr 5 0.35.
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