Nonlinear models in soils consolidation theory parameter sensitivity analysis

Mathematical and Computer Modelling

Volumn 24, Issue 3, 1996, Pages 11-20

  Arnod, S ^a   Battaglio, M ^a   Bellomo, N ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Consolidation; Modelling in soil mechanics; Nonlinear models; Parameter sensitivity

Indexed keywords

EID: 0030209453     PISSN: 08957177     EISSN: None     Source Type: Journal    
DOI: 10.1016/0895-7177(96)00096-9     Document Type: Article

References (8)

1. 1. K. Terzaghi, Erdbaumechanick Auf Bodenphysikalischer Grunf Lage, Denticke, Vien, (1925).
2. 2. I.K. Lee, J.D. Lawson and I.B. Donald, Flow of water in saturated soil, In Soil Mechanics, (Edited by I.K. Lee), pp. 82-194, Butterworths, London, (1968).
3. 3. D.W. Taylor, Research on consolidation of clays, Publ. Serial 82, pp. 147-187, Dept. Civil and Sanitary Engng., MIT, (1942).
4. 4. L. Bjerrum, Engineering geology of Norwegian normally consolidated marine clays as related to settlements of building, 7th Rankine Lecture, Geotecnique 17, 81-118, (1967).
5. 5. P. Cornetti and M. Battaglio, Nonlinear consolidation of soil modelling and solution techniques, Mathl. Comput. Modelling 20 (7), 1-12, (1994).
6. 6. E. Juarez-Badillo, General Theory of Consolidation of Clays, In Consolidation of Soils: Testing and Evaluation, (Edited by R.N. Yong and F.C. Townsend), pp. 137-153, Amer. Soc. for Testing Materials, Philadelphia, PA, (1986).
7. 7. E.H. Davis and G.P. Raymond, A nonlinear theory of consolidation, Geotecnique 15, 161-173, (1965).
8. 8. N. Bellomo and L. Preziosi, Modelling, Mathematical Methods and Scientific Computation, CRC Press, (1994).