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

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

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Bibliographic Details
Main Authors: Md. Mokhlesur, Rahman, Assoc. Prof., Md. Abu, Taiyab, Md. Abdus, Salam, Abu Taher, Md. Zillur Rabbi, Abu, Siddique, Prof
Other Authors: mokhlesur_2005@yahoo.com
Format: Article
Language:en
Published: The Institution of Engineers, Malaysia (IEM) 2013
Subjects:
Overconsolidation
Sampling disturbance
Soil parameters
Triaxial test
Tube sampler
Undrained strength
Online Access:http://dspace.unimap.edu.my/123456789/23014
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