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Low temperature cracking resistance of asphalt concrete mixtures
Asphalt Paving Technology 1993, Volume 62
Coefficient of Subgrade Reaction for the Permeable Block and Base System at K…
LOKASI: Ruang Koleksi Umum Rak 3
Simplified, Rational Approach to Falling Weight Deflectometer Data Interpreta…
Trr No. 1355 Pavement Design, Management, And Performance, pp. 82-90
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…
Numerical Analysis of Ground Displacement and Pile Response Due to Tunneling …
The additional pile response due to the creep behavior of the soil is disadvantageous to the safety of pile. However, in the current studies for considering the creep behavior of the soft soil, the pile response induced by the long-term settlement of soil is seldom investigated. This paper mainly discusses the pile response during the excavation and operation periods considering the creep behav…
Repair and strengthening of bridges
International Seminar On Bridge Engineering And Management In Asian Countries. Technical Paper
