Browsing IEM Journal by Subject "Sampling disturbance"
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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 ...