Long Term Compression Behaviour of Soft Organic Sediments

Author:

Boso Marta,Grabe Jürgen

Publisher

Springer Berlin Heidelberg

Reference6 articles.

1. Dhowian, A.W., Edil, T.B.: Consolidation Behavior of Peats. Geotechnical Testing Journal 3(3), 105–114 (1980)

2. Colleselli, F., Cortellazzo, G., Cola, S.: Laboratory Testing of Italian Peaty Soils. In: Edil, T.B., Fox, P.J. (eds.) Geotechnics of High Water Content Materials ASTM, STP, vol. 1374, pp. 226–240. American Society for Testintg and Materials, West Conshohocken (2000)

3. Yılmaz, E., Saglamer, A.: Secondary and Tertiary Compression Behavior of Samsun Soft Blue Clay. In: Proc. 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, August 27-31, vol. 1, pp. 329–332 (2001)

4. Cevikbilen, G., Saglamer, A.: Effects of organic content on secondary and tertiary compression behavior of clay. In: Proc. of International Conference on Soil Mechanics and Foundation Engineering, vol. 3, pp. 60–64 (2003)

5. Möller, O.: Zum Langzeit-Kompressionsverhalten weicher organischer Sedimente. PhD Thesis, Institut für Geotechnik und Baubetrieb, TUHH, Hamburg, Germany (2010) (in German)

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