Shear behavior of sensitive marine clay–steel interfaces
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s11440-014-0321-4.pdf
Reference56 articles.
1. Bell FG (2000) Engineering properties of soils and rock. Blackwell Science Ltd., London
2. Boulon M, Nova R (1990) Modelling of soil–structure interface behavior: a comparison between elastoplastic and rate type laws. Comput Geotech 9:21–46
3. Brandt JRT (1985). Behavior of soil–concrete interfaces. PhD thesis. University of Alberta, Alta., Canada
4. Burn KN, Hamilton JJ (1968) Settlement of an embankment on Leda clay. Can Geotech J 5:17–27
5. Clark JI, Meyerhof GG (1972) The behaviour of piles driven in clay. An investigation of soil stress and pore water pressure as related to soil properties. Can Geotech J 9:351–373
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