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Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner

  Link Details for: Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner
Link Title: Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner Open in a new window
Link URL: http://www.geosyntheticssociety.org/GI_SourceFiles/V6I3/GI-V6-N3-Paper4.pdf
Link Details: Technical paper about laboratory torsional ring shear tests, performed to evaluate the effect of shear displacement rate on the internal shear strength of a needlepunched geosynthetic clay liner (GCL) under different normal stresses. Authors: H.T. Eid and
Category: Top : Business : Textiles_and_Nonwovens : Geotechnical : Resources : Articles_and_Studies : Geosynthetic_Clay_Liners
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Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner