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Structures of subgrade/pavement and construction techniques for the Taklimakan Desert Highway

Science China Earth Sciences 2002年第Z1期45卷 115-124页

作者：李志农金昌宁 Xinjiang High Grade Highway Administration Bureau Urumqi 830001 China Xinjiang Communication Scientific Research Institute Urumqi 830000 China

With lots of indoor and outdoor experiments, several key technical issues in construc-tion of the Desert Highway have been solved satisfactorily, on the basis of great achievements ofthe studies in respects of dry compaction on sand base, design parameters, structure combinationof subgrade and pavement, stabilization analysis of sand base strengthened with geotextile and acomplete set of construction techniques. It is the first time the achievements of the study weresuccessfully applied in the Taklimakan Desert where the natural condition is extremely harsh. Ithas been proved that it is economic and reasonable with reliable techniques and simple construc-tion methods. The Desert Highway constructed with the achievements is the first-grade highwayrunning through huge migratory desert for long distance in the world.

关键词： Desert Highway, anemoarenyte, geotextile, dry compaction, subgrade/pavement, Taklimakan.

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Procedure for a Temperature-Traffic Model onRubberized Asphalt Layers for Roads and Railways

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Journal of Traffic and Transportation Engineering 2017年第4期5卷 171-202页

作者： Fernando Martinez Soto Gaetano Di Mino Department of Civil Engineering University of Palermo Granada 18015 Italy Department of Civil Materials and Environmental Engineering University of Palermo Palermo 90134 Italy

The impact of temperature on the mechanical properties and thermal susceptibility of the railway bituminous sub-ballastlayer, has served as motivation to develop the advanced measurement of thermal cycles in this layer and, an evaluation of the averageseasonal temperatures interpolated by sinusoidal functions, of which characteristic parameters are determined. According to weathersituation, Barber＇s temperature model was used to prove the effectiveness for the railway superstructure. It is included the assessmentof improved modified asphalt mixes performed with coarse rubber from scrap tires, having 1.5 to 3 percent of crumb rubber （particlesize 0.2-4 mm） by weight of the total mix, as sub-ballast layer in railway and base layers on roads, recurring to the Superpave mixdesign compaction enhanced after computer simulations to evaluate real stresses derived from the rail traffic and climatic *** article following the assessment of the average seasonal temperatures, involves the characterization of rubberized materials withattention to crumb rubber properties, designed with dry technology, to enhance the bitumen-rubber and binder-voids ratios. Indirecttensile strength and water sensitivity tests were applied for the evaluation of its mechanical properties including dynamic complexmodulus at elevated temperature to measure the amount of bitumen absorbed by the rubber. The rubberized mix-results obtained andthe comparison with a conventional HMA （hot mix asphalt） show that these dry rubber bituminous mixtures are particularly effective indamping vibrations. The purpose of using rubber modifiers in hot mix asphalt to obtain a stiffer-elastic sustainable material has beenachieved for the assessment of its behavior in sub-ballast/base layers.

关键词： Superpave, rubber-modified asphalt, bituminous mixtures, temperature, compaction, sub-ballast, railway, indirect tensilestrength, trackbed design.

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