Using AYB methods. Determine the primary consolidation settlement under the 15mX3m foundation load.
Sand 170 kN/m² Fim X= 16.5 K/m? 1.sm 1. Sm G.W.TS Sand Yaat - 14.8 kN/m? = Normally consolidated clay Ysat = 18.2 kN/m co: 0.92. c = 0.27 3 m
Using AYB methods. Determine the primary consolidation settlement under the 15mX3m foundation load.
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Using AYB methods. Determine the primary consolidation settlement under the 15mX3m foundation load.
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