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Mechanical Behavior of a Clay Soil Reinforced with Nylon Fibers

  • A. R. EstabraghEmail author
  • A. T. Bordbar
  • A. A. Javadi
Original Paper

Abstract

Soft soils are well known for their low strength and high compressibility. Several techniques, including reinforcement, are commonly used to increase the strength and decrease the deformation of this kind of soil. This paper presents the results of an investigation into the effects of fiber on the consolidation and shear strength behavior of a clay soil reinforced with nylon fibers. A series of one dimensional consolidation and triaxial tests were conducted on samples of unreinforced and reinforced clay with different percentages of randomly distributed nylon fibers. The results show that the preconsolidation pressure decreases and the coefficient of swelling and compression generally increase with increasing the fiber content. Furthermore, the addition of the fiber leads to a significant increase in shear strength and friction angle of the natural soil.

Keywords

Fiber Random reinforcement Consolidation Triaxial test 

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Copyright information

© Springer Science+Business Media B.V. 2011

Authors and Affiliations

  • A. R. Estabragh
    • 1
    Email author
  • A. T. Bordbar
    • 1
  • A. A. Javadi
    • 2
  1. 1.Faculty of Soil and Water EngineeringUniversity of TehranKarajIran
  2. 2.Computational Geomechanics Group, College of Engineering, Mathematics and Physical SciencesUniversity of ExeterDevonUK

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