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Shear strength of unsaturated bentonite buffer material

  • A. Farouk
  • J. Kos
  • L. Lamboj
Conference paper
Part of the Springer Proceedings in Physics book series (SPPHY, volume 93)

Abstract

There are two widely accepted approaches to determine the shear strength of unsaturated soils: the effective stress approach (Bishop, 1959) and the independent stress state variables approach (Fredlund et al., 1978). The main difference between these two approaches lies in how to reduce the effect of increasing matric suction. Bishop’s coefficient χ can be calculated using ϕb (χ = tan ϕb / tan ϕ’) and vice versa. However, Bishop’s approach with the coefficient χ “of the matric suction efficiency” seems to be closer to the reality since there is a difference between decreasing ϕb and the experimental results, which have proved that the effective friction angle slightly increases with increasing matric suction. The coefficient χ decreases with increasing suction as a result of decreasing both the total area of water-solid contacts and number of particles connected by water menisci. This explains why the parameter χ decreases with increasing porosity. Thus, the maximum effect of matric suction can be reached with higher water content as a result of two opposite influences: decreasing matric suction and increasing number of particles connected by water menisci (matric suction efficiency χ).

The analysis of this problem is based on the experimental programme of the bentonite buffer material under unsaturated conditions. Pure bentonite as well as bentonite mixtures with siliceous sand and graphite were tested. Samples with extremely different porosities were prepared under compaction pressures ranging from 300 kPa to 100 MPa and then tested in the triaxial apparatus.

Keywords

Shear Strength Friction Angle Unsaturated Soil Siliceous Sand Matric Suction 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

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    Fredlund, D. G. (2000): “Historical developments and milestones in unsaturated soil mechanics” Proceedings of the 1st Asian Conference on Unsaturated Soils (UNSAT-ASIA 2000), ISBN 90-5809-139-2, pp. 53–68.Google Scholar
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Copyright information

© Springer-Verlag Berlin Heidelberg 2005

Authors and Affiliations

  • A. Farouk
    • 1
  • J. Kos
    • 1
  • L. Lamboj
    • 1
  1. 1.Department of Geotechnics, Faculty of Civil EngineeringCzech Technical UniversityPragueCzech Republic

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