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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| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Published: |
2015
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| Subjects: | |
| Online Access: | http://eprints.utm.my/63528/ http://eprints.utm.my/63528/ |
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