首页> 外文会议>International RILEM Conference on Cracking in Pavements: Mitigation, Risk Assessment and Prevention >DEEP ANALYSIS ON INTERLAYER RESTRAINING REFLECTIVE CRACKS IN ASPHALT OVERLAY OLD CONCRETE PAVEMENT
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DEEP ANALYSIS ON INTERLAYER RESTRAINING REFLECTIVE CRACKS IN ASPHALT OVERLAY OLD CONCRETE PAVEMENT

机译:沥青覆盖旧混凝土路面中层间抑制反射裂缝的深度分析

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It is a common technology in pavement rehabilitation to overlay old concrete slabs with asphalt mixtures. The main problem in this practice is that reflective cracks often show up easily in the asphalt overlay. It is known that the initiation or propagation of the reflective cracks can be delayed or prevented by adding an interlayer between the asphalt overlay and the old concrete pavement. With the three-dimensional finite element model and analysis, the load and thermal stresses in the asphalt overlay on old concrete pavements with cracks were studied. This paper showed a detailed study of the effects of the stress absorbing interlayer and the reinforced layer on restraining reflective cracks. Based on the principles of fracture mechanics, the stress intensity factor around cracks was discussed.
机译:它是路面康复的普通技术,以覆盖沥青混合物的旧混凝土板。 这种做法中的主要问题是反射裂缝通常在沥青覆盖层中容易出现。 众所周知,通过在沥青覆盖层和旧混凝土路面之间添加层间,可以延迟或防止反射裂缝的启动或传播。 利用三维有限元模型和分析,研究了沥青覆盖中的载荷和热应力,在旧混凝土路面上具有裂缝。 本文展示了应力吸收中间层和增强层对抑制反射裂缝的影响的详细研究。 基于骨折力学原理,讨论了裂缝周围的应力强度因子。

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