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Proposed strength and stiffness parameters for normally consolidated and overconsolidated Dhaka clay
(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 ...
Strength and deformation characteristics of cement treated soft Bangladesh clays
(Institution of Engineers, Malaysia (IEM), 2011-12)
The strength and deformation characteristics of cement treated soft Bangladesh clays are evaluated through a series of
experimental investigations. Based on the rate of strength development, the unconfined compressive ...