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Except for the desired uniformity of RSEs the highest symmetry is given if all quantities depend only on one co-ordinate. This is the case with so-called soil columns and with radially symmetric evolutions. For preparation the coupling of skeleton and pore water is first considered with foam rubber (Sect. 11.1), Terzaghi’s (1925) theory of consolidation is thus introduced. The subsequent sections are focussed on attractors in the large. Fields of state limits and state cycles serve to justify simplified calculations, whereas critical phenomena delimit the range of applicability.
Except for the desired uniformity of RSEs the highest symmetry is given if all quantities depend only on one co-ordinate. This is the case with so-called soil columns and with radially symmetric evolutions. For preparation the coupling of skeleton and pore water is first considered with foam rubber (Sect. 11.1), Terzaghi’s (1925) theory of consolidation is thus introduced. The subsequent sections are focussed on attractors in the large. Fields of state limits and state cycles serve to justify simplified calculations, whereas critical phenomena delimit the range of applicability.
One-dimensional evolutions
Adv.Geophysical,Environmental Mech.
Gudehus, Gerd (Autor:in)
17.08.2010
47 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Pore Water , Pore Pressure , Shear Band , Void Ratio , Stress Ratio Engineering , Geoengineering, Foundations, Hydraulics , Engineering, general , Geotechnical Engineering & Applied Earth Sciences , Geophysics/Geodesy , Soft and Granular Matter, Complex Fluids and Microfluidics , Earth and Environmental Science
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