Aspects of soft clay behaviour important for correct prediction of spudcan foundation penetration

Author:

Jerman Jan,Mašín David,Ragni Raffaele,Bienen Britta,Španiel Miroslav

Funder

Center for Geosphere Dynamics, Charles University

Ministerstvo Školství, Mládeže a Tělovýchovy

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference63 articles.

1. Amodio, A., Chang, T.M., Kong, V., Erbrich, C.T., 2015. The effects of jack-up installation procedures on spudcan capacity in offshore carbonate sediments. In: Proc. 3rd International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Oslo, Norway, Vol. 2, pp. 1253–1260.

2. A constitutive model for structured clays;Baudet;Géotechnique,2004

3. Beemer, R.D., Bandini-Maeder, A.N., Shaw, J., Lebrec, U., Cassidy, M.J., 2018. The granular structure of two marine carbonate sediments. In: ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, pp. V009T10A027–V009T10A027.

4. Effects of consolidation under a penetrating footing in carbonate silty clay;Bienen;J. Geotech. Geoenviron. Eng.,2015

5. Development and application of force resultant models describing jack-up foundation behaviour;Cassidy;Mar. Struct.,2004

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