CPC 856 - TÓPICOS ESPECIAIS EM ENSAIOS CÍCLICOS DE DSS EM ARGILAS MOLES
Objetivos
Ementa (Syllabus)
i. Ensaios cíclicos em solos moles. Conceituação. Aplicação ao caso de ensaios de DSS. Equipamentos. Interpretação e análise de resultados. Limitações.
Bibliografia (Bibliography)
[1] ANDERSEN, K. H., 1976, Behaviour of clay subjected to undrained cyclic loading. Conference on Behaviour of Off-shore Structures. Trondheim, v. 1, pp. 392-403.
[2] ANDERSEN, K. H., 2015, Cyclic soil parameters for offshore foundation design. The Third ISSMGE McClelland Lecturer Frontiers in Offshore Geotechnics III – Meyer (Ed.) 2015 Taylor & Francis Group, London.
[3] ANDERSEN, K. H., BROWN, S. F., FOSS, I., POUL, J. H., ROSENBRAND, W. F., 1976, Effect of Cyclic loading on clay behaviour. Proc. Conf. Design and Construction of offshore structures, Londres, pp. 75-79.
[4] BJERRUM, L., LANDVA, A., 1966, Direct simple-shear testes on a Norwegian quick clay. Géotechnique, v. 16, n. 1, pp. 1-20.
[5] DYVIK, R., BERRE, T., LACASSE, S., NADIM, F., 1987, Comparison of truly undrained and constant volume direct simple shear tests. Géotechnique, v. 37, n. 1, pp.3-10.
[6] ROSCOE, K.H., 1953, An apparatus for the application of simple shear to soil samples. In: Proceedings of the III International Conference on Soil Mecanics and Foundation Engineering, Zurich, v. 1, pp. 186-191.
Professor
- Fernando Artur Brasil Danziger
- Graziella Maria Faquim Jannuzzi
Créditos / CH (Credits/ Workload)
3.0 / 45h