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Engineering and Environmental Assessment of Recycled Construction and Demolition Materials Used with Geotextile for Permeable Pavements

机译:透水路面用土工布的循环再造和拆除材料的工程和环境评估

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This paper describes laboratory testing to investigate the suitability of recycled construction and demolition (C&D) materials as alternative subbase materials for permeable pavements. Permeable pavements are increasingly being used as urban stormwater management systems. Three commonly found recycled C&D waste materials, crushed brick (CB), recycled concrete aggregate (RCA), and reclaimed asphalt pavement (RAP), were investigated to assess their suitability as permeable pavement subbase materials. Geotextile was also used in this research to trap pollutants. The laboratory tests included basic physical characterization such as particle size distribution, specific gravity, water absorption, Los Angeles abrasion, California Bearing Ratio (CBR), and modified Proctor compaction tests. In addition, hydraulic conductivity tests were undertaken in a laboratory test setup with different influent suspension percentages and moisture contents. Temporal variations of effluent suspension percentages were investigated to assess clogging effects. It was found that the geotextile layer did not have any effect in terms of permeability of the C&D materials. The chemical assessment included organic content, pH value, trace element, and leachate concentration for a range of contaminant constituents and compared with maximum allowable limits in soil and natural water as well as with the environmental protection authorities' requirements. In terms of geotechnical and chemical assessment for permeable pavement applications, RCA was found to be a suitable alternative construction material for permeable pavements, while CB was borderline and RAP did not meet some of the specified requirements. (C) 2015 American Society of Civil Engineers.
机译:本文介绍了实验室测试,以研究回收建筑和拆除(C&D)材料作为可渗透路面的替代基础材料的适用性。渗透性路面越来越多地用作城市雨水管理系统。研究了三种常见的回收C&D废料,碎砖(CB),再生混凝土骨料(RCA)和再生沥青路面(RAP),以评估它们是否适合用作渗透性路面基层材料。土工布也用于这项研究中以捕获污染物。实验室测试包括基本物理特征,例如粒度分布,比重,吸水率,洛杉矶磨损,加利福尼亚轴承比(CBR)和改进的Proctor压实测试。另外,在不同的进水悬浮液百分比和水分含量的实验室测试装置中进行了水力传导率测试。研究了废水悬浮液百分比的时间变化,以评估堵塞效果。发现土工织物层对C&D材料的渗透性没有任何影响。化学评估包括各种污染物成分的有机物含量,pH值,微量元素和渗滤液浓度,并与土壤和天然水中的最大允许限量以及环境保护部门的要求进行了比较。就渗透性路面应用的岩土和化学评估而言,RCA被认为是渗透性路面的合适替代建筑材料,而CB则处于临界状态,RAP不满足某些特定要求。 (C)2015年美国土木工程师学会。

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