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Simplified, Rational Approach to Falling Weight Deflectometer Data Interpreta…
Trr No. 1355 Pavement Design, Management, And Performance, pp. 82-90
Low temperature cracking resistance of asphalt concrete mixtures
Asphalt Paving Technology 1993, Volume 62
Low Temperature Cracking Binder Validation
The thermal stress restrained specimen test ( TSRST) was developed at Oregon state University under the Strategic Highway Research Program (SHRP) A-003A contract as an accelerated laboratory test to evaluate the thermal, or the low-temperature cracking resistance of asphalt concrete mixes. The test system is capable of cooling an asphalt concrete specimen (rectangular or cylinder) at a constant…
Evaluation of Overloads on Pavements for Oversize / Overweight Permit Guidelines
A rational test and evaluation procedure was developed to assess the load-carrying capability of flexible pavements (asphalt concrete surface over granular base/subbase) subjected to heavy loads from Oversize/Overweight Permit transport vehicles. A step-by-step method is described to evaluate pavements on designated Oversize/Overweight Permit routes, including the use of non-destructive falling…
Coefficient of Subgrade Reaction for the Permeable Block and Base System at K…
LOKASI: Ruang Koleksi Umum Rak 3
