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Ditemukan 6 dari pencarian Anda melalui kata kunci: author=Alonso, Javier Fernando
Estimating Damage Effects of Dual versus Wide Base Tires with Multidepth Defl…
Trr No. 1355 Pavement Design, Management, And Performance, pp. 59-66
Modeling of Pavement Response Under Superheavy Loads
TRR No. 1448 Pavement Design, Management, and Performance, pp. 69-74
Investigation of the Effects of Superheavy Loads on Pavements
The Texas Department of Transportation has been issuing permits for movement of superheavy loads on an ever-increasing basis. By definition, the Department classifies gross vehicle weights in excess of 250,000 lbs. (113,400 kg) as superheavy loads. Occasionally, superheavy loads have exceeded 1,000,000 lbs. (453,600 kg), and in some instances, 2,000,000 lbs. (907,200 kg). The effects of superhe…
First Test on the CEDEX Test Track
Trr No. 1354 Pavement Design, Management, And Performance, pp. 65-73
