A numerical study of cone penetration in fine-grained soils allowing for consolidation effects

A numerical study of cone penetration in fine-grained soils allowing for consolidation effects

10.1680/geot.8.P.155

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Bibliographic Details
Main Authors: Yi, J.T., Goh, S.H., Lee, F.H., Randolph, M.F.
Other Authors: CIVIL & ENVIRONMENTAL ENGINEERING
Format: Article
Published: 2014
Subjects:
Clays
Consolidation
In situ testing
Numerical modelling
Online Access:http://scholarbank.nus.edu.sg/handle/10635/54672
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Institution: National University of Singapore

Internet

http://scholarbank.nus.edu.sg/handle/10635/54672

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