Behaviour of unsaturated cohesive soils subjected to cyclic loads

  • T. Becker
  • T. Li
Conference paper
Part of the Springer Proceedings in Physics book series (SPPHY, volume 93)


Void Ratio Pore Water Pressure Triaxial Test Unsaturated Soil Stress Path 
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Copyright information

© Springer-Verlag Berlin Heidelberg 2005

Authors and Affiliations

  • T. Becker
    • 1
  • T. Li
    • 2
  1. 1.Department of Soil Mechanics and Foundation EngineeringUniversity of KaiserslauternGermany
  2. 2.Institut of Tunnel and Geotechnical EngineeringNorthern Jiaotong UniversityChina

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