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Shrinkage cracking of cement treated demolition waste as a road base

机译:以水泥为原料的拆除废料的收缩裂缝作为道路基础

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This paper presents the shrinkage cracking characteristics of cement treated demolition waste as a road base layer, which was produced by using recycled crushed concrete and masonry aggregates from construction and demolition waste (CDW). The developed method to estimate the crack pattern was based on the structural properties of cement treated demolition waste measured in the laboratory and the average climatic conditions recorded in the Netherlands. The influences of four mixture variables (masonry content, moisture content, cement content and degree of compaction) on the crack pattern were investigated. Results show that the proposed estimation model can predict the crack pattern of cement treated demolition waste comparable to the crack spacing observed in the field. The masonry variation in CDW is a key factor to determine its shrinkage cracking characteristics.
机译:本文介绍了水泥处理的拆除废料作为道路基层的收缩开裂特性,该废料是利用回收的碎混凝土和来自建筑和拆除废料(CDW)的砖石骨料生产的。根据实验室测量的水泥处理过的拆除废物的结构特性和荷兰记录的平均气候条件,开发出估算裂缝模式的方法。研究了四个混合变量(砖石含量,水分含量,水泥含量和压实度)对裂纹形态的影响。结果表明,所提出的估计模型可以预测水泥处理的拆除废物的裂缝模式,与现场观察到的裂缝间距相当。 CDW中的砌体变化是确定其收缩裂缝特性的关键因素。

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