Ditapis dengan
Ditemukan 1 dari pencarian Anda melalui kata kunci: author=Yazdani, J. I.
Comparing Measured and Theoritical Depth Deflections Under a Falling Weight D…
Trr No. 1260 Pavement Design, Management And Performance., pp. 216-265 The following conclusions can be drawn : 1. Setting a depth to bedrock of 20 ft produced a better fit between measured and calculated depth deflections. 2. The average errors on the thicker sections (9 and 12) were acceptable (less than 9 percent per sensor), indicating that linear elasticity for backcalculating E values is…
