Interpretation of field and laboratory shear strength data of a soft marine clay-Reference-Cited by-同舟云学术

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Interpretation of field and laboratory shear strength data of a soft marine clay

Published:1997-08 Issue:3 Volume:30 Page:197-203
ISSN:1470-9236
Container-title:Quarterly Journal of Engineering Geology and Hydrogeology
language:en
Short-container-title:Quarterly Journal of Engineering Geology and Hydrogeology

Author:

Indraratna B.

Publisher

Geological Society of London

Subject

Earth and Planetary Sciences (miscellaneous),Geology,Geotechnical Engineering and Engineering Geology

Reference25 articles.

1. Aas, G., Lacasse, S., Lunne, T. & Hoeg, K. 1986. Use of in-situ tests for foundation design on clay. Proceedings of the ASCE conference on Use of In-situ Tests in Geotechnical Engineering, Blacksburg, Virginia, 1–30.

2. ASTM 1994a. D2573. Test method for field vane shear test in cohesive soil. 228–230.

3. ASTM 1994b. D3441: Method for deep, quasi-static, cone and friction cone penetration tests of soil, 338–343.

4. Geotechnical properties of Norwegian marine clays.;Géotechnique,,1954

5. Bjerrum, L. 1973. Problems of soil mechanics and construction on soft clays. Proceedings 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, USSR, 3, 111–159.

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