Evaluation of Geotechnical Parameters from Triaxial Tests on Offshore Clay

Author:

Hight D. W.,Gens A.,Jardine R. J.

Publisher

Springer Netherlands

Reference14 articles.

1. Baligh, M. M. 1984. The strain path method in geotechnical engineering. MIT Report No. R84-01.

2. Bishop, A. W. and Wesley, L. D. 1975. A hydraulic triaxial apparatus for controlled stress path testing. Geotechnique 25(4), 657–670.

3. Burland, J. B. 1967. Deformation of soft clay. PhD thesis, University of Cambridge.

4. Burland, J. B. and Symes, M. 1982. A simple axial displacement gauge for use in the triaxial apparatus. Geotechnique 32(1), 62–65.

5. Gens, A. 1982. Stress-strain and strength characteristics of a low plasticity clay. PhD thesis, University of London.

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