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The pF-curve of fine-grained soils at high pore water suction

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Unsaturated Soils: Experimental Studies

Part of the book series: Springer Proceedings in Physics ((SPPHY,volume 93))

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Abstract

A recently developed two-component model for the relationship between saturation and pore water suction (pF-curve) is used, whose frame consists of simple, physically meaningful values. The main purpose in this paper is to describe the amount of pore water in soils at high suction. Relative air humidity may be regulated by salt solutions of defined concentration or by sulfuric acid of varying concentrations, which leads to a steady-state water content in soil specimen. In the range of high suction values, data achieved in this way are fitted by the twocomponent model with high accuracy. The comprehension of many phenomena such as drying and cracking, apparent overconsolidation near the surface or strength loss of cuttings in overconsolidated soils by weathering depends on the understanding of water binding behavior in soils, which is improved by this quantitative model.

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References

  1. Schick, P. (2002): Anwendung eines Zwei-Komponenten-Modells der pF-Kurve auf Strukturänderungen in Böden (Application of a two-component model of the pF-curve to structure changes in soils). Bautechnik 79 (2002), Heft 2

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  2. Schick, P. (2002): Die pF-Kurve bindiger Böden bei großen Wasserspannungen (The pF-curve of fine-grained soils at high water suction). Bautechnik 79 (2002), Heft 12, S. 842–849

    Google Scholar 

  3. Schick, P., Schmid, J. (2003): Kenngrößen zur Wasserhaushaltsmodellierung der Baustoffe von Deponieoberflächenabdichtungssystemen (Index values of soils for modeling the water balance of landfill capping systems) Bauingenieur Band 78, Heft 4, April 2003, S. 203–214

    Google Scholar 

  4. Shang, J.Q., Lo, K.Y., Quigley, R.M. (1994): Quantitative determination of potential distribution in Stern-Gouy double-layer model. Can. Geotech. J. 31, pp 624–636.

    Google Scholar 

  5. Fredlund, D.G., Rahardjo, H. (1993): Soil Mechanics for Unsaturated Soils. Wiley, New York.

    Google Scholar 

  6. Kuron, H. (1930): Versuche zur Feststellung der Gesamtoberfläche von Erdböden, Tonen und verwandten Stoffen (Measurements on the evaluation of the total inner surface of soils, clays and similiar materials). Z. Pflanzenernährung u. Düngung A 18, S. 179–203

    Google Scholar 

  7. Langer, M. (1964): Untersuchungen zur Theorie der Wasseraufnahmefähigkeit von Tonen (Evaluation of the theory of water uptake of soils). Vorträge der Baugrundtagung, 1964, S. 1–56

    Google Scholar 

  8. Fredlund, Xing (1994): Equations for the soil-water characteristic curve. Can. Geotech. J 31: 521–532 (1994)

    Google Scholar 

  9. Silveira, A. (1965): An Analysis of the Problem of Washing Through in Protective Filters. Proc. 6th ICSMFE, Montreal

    Google Scholar 

  10. Hartge, Horn: Einführung in die Bodenphysik. 3. Auflage 1999

    Google Scholar 

  11. Schick, P. (1997): Bodenmechanische und bautechnische Eigenschaften von Bentokiesdichtungen-Nachweis der Gebrauchstauglichkeit (Properties of Bentokies-sealings for waste deposits — proof of security and serviceability). Bautechnik 74 (1997), H.5, S.320–330

    Google Scholar 

  12. Schick, P. (2000): Zum Einfluss negativer Porenwasserspannungen auf die Standsicherheit von Einschnittsböschungen in überkonsolidierten Böden (On the influence of negative pore water pressure on the safety of cutting slopes in overconsolidated soils). In: Mitteilungen des Instituts für Bodenmechanik und Grundbau, UniBw München, H. 14, 2000.

    Google Scholar 

  13. Mitchell, J.K. (1993): Fundamentals of Soil Behaviour. Second Edition. John Wiley & Sons, New York.

    Google Scholar 

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© 2005 Springer-Verlag Berlin Heidelberg

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Schick, P. (2005). The pF-curve of fine-grained soils at high pore water suction. In: Schanz, T. (eds) Unsaturated Soils: Experimental Studies. Springer Proceedings in Physics, vol 93. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-26736-0_6

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  • DOI: https://doi.org/10.1007/3-540-26736-0_6

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-21121-1

  • Online ISBN: 978-3-540-26736-2

  • eBook Packages: EngineeringEngineering (R0)

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