<p><p><strong>Reference(s):</strong></p><p><em>Han et al. (2011)<br>Thakur (2011)<br>Pokharel (2010)</em></p><p><strong>Method Summary</strong></p><p>Pokharel (2010) and Thakur (2011) checked the required subgrade strength by conducting vane shear tests just after preparing the subgrade and four DCP tests were conducted one day after the preparation of a base course at four different locations within the test box to verify the CBR values of the subgrade and base course.

<p><p><strong>Reference(s):</strong></p><p><em>Han et al.

<p><p><strong>Reference(s):</strong></p><p><em>Al-Qadi and Hughes (2000)<br>Emersleben and Meyer (2008)</em></p><p><strong>Method Summary</strong></p><p>FWD was used to perform a structural evaluation of the reconstructed geocell-reinforced road. Three FWD measurements were made over a period of two years. In this evaluation, the FWD device dropped a calibrated mass of approximately 40 kN onto a 300-mm diameter plate in contact with the pavement surface.