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Study on Load Stress of Lean Concrete Base in Asphalt Pavement

机译:沥青路面贫混凝土基部负荷应力研究

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Load stress, which is caused by traffic loading, is important parameter used in the analysis of the new pavement design. In order to study the load stress of lean concrete base in the asphalt pavement, first of all, three-dimension finite element model of the asphalt pavement is established. The main objectives of the paper are investigated. One is calculation for load stress of lean concrete base, and the other is analysis for relationship between load stress of lean concrete base and parameters, such as thickness, modulus. The results show that load stress of lean concrete base decreases, decreases and increases with increase of base's thickness, surface's thickness and ratio of base's modulus to foundation's modulus respectively. So far as the traffic axle loading is concerned, it has a significant impact on load stress of lean concrete base, and it can be seen from results that when load is taken from 100kN to 220kN, load stress increases quickly with the increase of the traffic axle loading.
机译:负载应力是由交通负荷引起的,是在新路面设计分析中使用的重要参数。为了研究沥青路面中贫混凝土基部的负载应力,首先,建立了沥青路面的三维有限元模型。研究了本文的主要目标。一个是贫混凝土基座的负载应力计算,另一个是对贫混凝土基部的负载应力与厚度,模量等参数之间的关系进行分析。结果表明,随着碱度厚度,表面厚度和基础模量的基础模量的增加,贫混凝土基部的负荷应力降低,降低和增加。到目前为止,由于交通桥接载荷,它对贫混凝土基地的负荷应力产生了重大影响,从结果可以看出,当负载从100kN到220kN时,负载应力随着流量的增加而迅速增加。轴装。

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