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    • Proposed strength and stiffness parameters for normally consolidated and overconsolidated Dhaka clay 

      Md. Mokhlesur, Rahman, Assoc. Prof.; Md. Abu, Taiyab; Md. Abdus, Salam; Abu Taher, Md. Zillur Rabbi; Abu, Siddique, Prof (The Institution of Engineers, Malaysia (IEM), 2012-03)
      The undrained shear characteristics of reconstituted normally consolidated and overconsolidated samples of Dhaka clay are discussed. The disturbances on the soil structure result from sample penetration that reduces the ...