SICEAS-45 development of cone bearing factor for Malaysian clay

This study presented the result of Cone Penetration Test (CPT) and empirical correlations between cone resistances (q c) with the undrained shear strength (S u) from the laboratory test. Unconsolidated-undrained (UU) triaxial and cone penetration test results were used to develop correlations betwee...

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Bibliographic Details
Main Authors: Nazir, Ramli, Abd. Rahman, Ismail
Format: Conference or Workshop Item
Published: 2015
Subjects:
Online Access:http://eprints.utm.my/id/eprint/63528/
https://www.researchgate.net/publication/273125465_SICEAS-45_Development_of_Cone_Bearing_Factor_for_Malaysian_Clay
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