@inproceedings{52799f4175ea4275915a62e61dbc5a67,
title = "Consolidation of soft clays with large strains",
abstract = "The development of fully explicit analytical solutions of one-dimensional large strain consolidation was studied. Parametric studies were performed to show that unlike in conventional small strain theory, the average degree of consolidation defined by stress and that defined by strain in large strain theory are not identical. It was found that the discrepancy between the consolidation theories of large strain and small strain decreases with decreasing compressibility of soil and magnitude of applied load.",
keywords = "Analytical solutions, Clay, Consolidation, Degree of consolidation, Geotechnical engineering, Large strain consolidation, Soft soil",
author = "Leo, {C. J.} and Xie, {K. H.}",
year = "2001",
language = "English",
isbn = "0948749768",
series = "Proceedings of the Eight International Conference on Civil and Structural Engineering Computing",
pages = "291--292",
editor = "B.H.V. Topping and B.H.V. Topping",
booktitle = "Proceedings of the Eight International Conference on Civil and Structural Engineering Computing",
note = "Proceedings of the Eight International Conference on Civil and Structural Engineering Computing ; Conference date: 19-09-2001 Through 21-09-2001",
}