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Partial saturation in compacted soils : Géotechnique Symposium in Print 2011 /
Geotechnique Symposium in Print 2011: The theme of this symposium blends together two areas of research which relate to the effects of suction and partial saturation on soil behaviour and the study of compaction as a method of soil improvement. The recurring interest in these areas of research, toge...
| Clasificación: | Libro Electrónico |
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| Autor Corporativo: | |
| Otros Autores: | |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
London :
ICE Publishing,
[2013]
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Machine generated contents note: Keynote speeches
- Compacted soil behaviour: initial state, structure and constitutive modelling / A. Gens
- The assessment of old railway embankments
- time for a change? / A.S. O'Brien
- Session 1 Material Characterisation Papers
- Effects of the maximum soil aggregates size and cyclic wetting-drying on the stiffness of a lime-treated clayey soil / Y.-J. Cui
- Technical Note
- Some aspects of the behaviour of compacted soils along wetting paths / H. Souli
- Session 2 Experimental Observation and Modelling Papers
- An insight into the water retention properties of compacted clayey soils / C. Jommi
- Hydromechanical behaviour of compacted granular expansive mixtures: experimental and constitutive study / C. Hoffmann
- Experimental observations of the stress regime in unsaturated compacted clay when laterally confined / V. Sivakumar
- Session 3 Benchmarking of Techniques and Models Papers
- Benchmark of constitutive models for unsaturated soils / R. Vassallo
- Benchmark of experimental techniques for measuring and controlling suction / S. Wheeler
- Session 4 Application to Engineering Problems and Case Studies Papers
- Hydromechanical behaviour of a heterogeneous compacted soil: experimental observations and modelling / M. Van Geet
- Modelling the response of Lechago earth and rockfill dam / F. Esteban
- Physical modelling of wetting-induced collapse in embankment base / I.M. Khokhar.