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Rutting Performance of Road Using Construction and Demolition Waste Materials

机译:使用施工和拆除废料的道路旋转性能

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Wastes arising from construction and demolition (C & D) constitute one of the major streams in several countries. In this paper experimental investigation was carried to see the feasibility of C& D waste as road aggregates. From the grading analysis it was observed that using C& D wastes, strength criteria is being satisfied and meet the specifications of MORTH which is then subjected to aggregate impact value (AIV) testing, CBR testing, etc. The CBR value of C&D waste was found to be 43.46 which were well above the permissible value. A proposed three-layer system using soil layer, C & D waste layer and asphalt concrete layer is chosen to estimate rut depth using existing analytical model. From the analytical model rut depth is predicted to be 14.77 mm which is less than the maximum allowable limits. Hence, C& D waste materials can be used in road construction as alternate materials, with economy and sustainability.
机译:建筑和拆迁产生的废物(C&D)构成了几个国家的主要流之一。 在本文中,进行了实验调查,以了解C&D废物作为道路骨料的可行性。 从分析分析开始,观察到使用C&D废物,符合强度标准,并满足Morth的规格,然后进行聚集抗冲击值(AIV)测试,CBR测试等。发现C&D废物的CBR值 为43.46,远高于允许的价值。 选择使用土层,C&D废物层和沥青混凝土层的提出的三层系统,以使用现有的分析模型来估算RUT深度。 从分析模型中,RUT深度预测为14.77毫米,小于最大允许限制。 因此,C&D废料可用于道路建设,作为交替材料,具有经济和可持续性。

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