A new interpretation of the constant rate of strain consolidation test for determining the coefficient of consolidation
Author:
Funder
université laval
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Mathematics
Link
https://link.springer.com/content/pdf/10.1007/s10665-022-10223-w.pdf
Reference23 articles.
1. Terzaghi K (1925) Erdbaumechanik auf Bodenphysikalischen Grundlagen. Deuticke, Wien
2. Terzaghi K (1943) Theoretical soil mechanics. Wiley, New York
3. Foriero A, Ladanyi B (1998) Finite elements analysis for large strain consolidation of satured clays under equilibrium conditions. Rivista Geotechnica Italiana, N. 2:15–47
4. Foriero A, Ladanyi B (1995) FEM assessment of large-strain thaw consolidation. J Geotech Eng 121(2):126–138
5. Conte E, Troncone A (2006) One-dimensional consolidation under general time-dependent loading. Can J Geotech Eng 43(11):1107–1116
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1. A novel CFD-DEM coupling method with moving boundary for simulating one-dimensional consolidation test;IOP Conference Series: Earth and Environmental Science;2024-05-01
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