06100 Calculate the primary consolidation settlement for the middle of NC clay layer. Assume the stress increase = 100 KN/m3 Cercano di cliny Sand Normally consolidated day Sancho Gravely and 19.7 29.0 Sol parameter Sourated unit weight Water content Compression Index Recompression Index Court of condation Overconsolidation and O.G. Clay 205 300 0.4 0.04 4.5 2 N.C. Clay 200 330 0.15 0.04 2.3 NA NA NA NA 1 06100 Calculate the primary consolidation settlement for the middle of NC clay layer. Assume the stress increase = 100 KN/m3 Cercano di cliny Sand Normally consolidated day Sancho Gravely and 19.7 29.0 Sol parameter Sourated unit weight Water content Compression Index Recompression Index Court of condation Overconsolidation and O.G. Clay 205 300 0.4 0.04 4.5 2 N.C. Clay 200 330 0.15 0.04 2.3 NA NA NA NA 1