Issues

Papers

Determining the design parameters for geosynthetic reinforcements subject to single-stage actions using the isochronous strain energy approach

A. McGown; A. J. Khan; J. Kupec
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Modelling of beams on a geosynthetic-reinforced granular fill–soft soil system subjected to moving loads

P. Maheshwari; S. Chandra; P. K. Basudhar
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Numerical study of infiltration into a soil–geotextile column

T. Iryo; R. K. Rowe
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An approximate isotropic perfectly plastic solution for compressive strength of geosynthetic-reinforced soil

F. Tatsuoka
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