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Effect of dual and new generation wide-base tire assembly on inverted pavements

Journal of Road Engineering 2022年第2期2卷 124-136页

作者： Rajan Singh Baghel Sridhar Reddy Kasu Anush K.Chandrappa School of Infrastructure Indian Institute of Technology BhubaneswarOdisha 752050India Department of Civil Engineering Sreyas Institute of Engineering and TechnologyHyderabad 500068India

The conventional flexible pavements have been constructed such that the stiffness of the layer reduces with *** crust thickness becomes significantly high for heavy traffic corridors resulting in the consumption of large quantities of construction materials and also increasing environmental *** pavements with the aggregate interlayer(AIL)or stress absorbing membrane interlayer(SAMI)are considered to be one of the alternatives for thick conventional flexible pavements for heavy traffic *** AIL or SAMI is placed between a stiff cement-treated base and asphalt concrete layer to function as crack relief *** change in the composition alters the behaviour of inverted pavements compared to the conventional flexible *** the other hand,wide-base tires are being increasingly preferred by trucking industries due to increased fuel economy and cargo ***,the effect of wide-base tires on the performance of inverted pavements is yet to be *** this study,the 3D finite element(FE)models of inverted pavements considering different crack relief layers were developed,and load from dual-wheel and wide-base tires were *** stress-strain evolution in the various layers of inverted pavements was investigated and discussed in this *** results indicated the higher stress and strains due to wide base tires compared to the dual-wheel ***,pavement with SAMI was found to result in lower stress and strains in the asphalt concrete layer compared to AIL pavements.

关键词： Aggregate interlayer Inverted pavement Shear strain Stress absorbing membrane interlayer wide-base tire

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