Structural Contribution of Geosynthetic-Reinforced Working Platforms in Flexible Pavement
Abstract
A study was conducted in the field and with a large-scale model experiment (LSME) to evaluate the structural contribution of a 0.30-m-thick geosynthetic-reinforced granular layer used as a working platform for construction over soft subgrade. The study was conducted in the context of the 1993 AASHTO design guideline, in which the structural number (SN) of the pavement is based on layer coefficients (each defined using a resilient modulus)....
Paper Details
Title
Structural Contribution of Geosynthetic-Reinforced Working Platforms in Flexible Pavement
Published Date
Jan 1, 2005
Volume
1936
Issue
1936
Pages
43 - 50
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