Lecture – 36 Soil Mechanics


7 thoughts on “Lecture – 36 Soil Mechanics

  1. Hi Sir. Why when it comes to effective stress for consolidation settlement. The point of interest is always the center of clay layer?

  2. Hi Sir. Does coefficient of consolidation change with stress increment? For instance, Cv = 1.5 for increased effective stress 100 but = 2.0 for increased effective stress of 200? Or is it constant throughout.

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