Relating Field Energy Attenuation in Portland Cement Concrete Pavements to Fracture Mechanics

C. Lenngren, M. Hernández
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Abstract

Asset management of infrastructure is fundamental for maintenance planning and preservation of common property. A robust testing program is needed to assess the present-day status and for proper actions in time to minimize the ongoing depreciation of value. As a matter of fact, Portland Cement Concrete pavements show very little deterioration even after many years in service. Thus, it may be difficult to accurately predict the present asset value, other than using linear relations to the presumed design life. The primary reason for failure is cracking in concrete pavements, so assessing the dissipated energy from the load-deformation relation from a given load could be utilized for the purpose. The dissipated energy, i.e. the work data can be assessed by a falling weight deflectometer test, mimicking the passing of a truck or aircraft wheel load. In the present study, dynamic field data are evaluated, and the input data needed for the fracture mechanics model are used to predict the pavement life regarding cracking. To predict fracture energy and assess rolling resistance as well in concrete pavements, we need to consider the energy balance of the pavement system. To assess dissipated energy, falling weight deflectometer time histories are used to evaluate the pavement contribution to rolling resistance. Such analyses include all layers in the structure including the subgrade, so in the present case a way of sorting the dissipation at various depths is investigated. Field data were collected from a site, at mid-life of the predicted design life. The failure was confirmed several years later, and the remaining life was compared with the assumption that the dissipated energy near the edge was enough to initiate the cracks within the actual time to failure. Conversely, the dissipation at the mid-slab position was below the limit. The data from the field test were also used as an input for a finite element model to see if it was viable to further improve the prediction. The method seems to be promising, but more data are needed as the present set only represents the mid-life status.
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硅酸盐水泥混凝土路面场能衰减与断裂力学的关系
基础设施资产管理是公共财产维护规划和保护的基础。需要一个强大的测试程序来评估当前的状态,并及时采取适当的行动,以尽量减少价值的持续贬值。事实上,波特兰水泥混凝土路面即使经过多年的使用也很少出现劣化。因此,除了使用与假定设计寿命的线性关系之外,可能很难准确预测当前的资产价值。破坏的主要原因是混凝土路面的开裂,因此可以利用给定荷载下的荷载-变形关系来评估耗散能。耗散的能量,即工作数据可以通过模拟卡车或飞机轮载通过的下落重量偏转仪测试来评估。在本研究中,对动态现场数据进行了评估,并使用断裂力学模型所需的输入数据来预测裂缝下的路面寿命。为了预测混凝土路面的断裂能和评估路面的滚动阻力,需要考虑路面系统的能量平衡。为了评估耗散能量,使用下落重量偏转计时间历史来评估路面对滚动阻力的贡献。这种分析包括结构中的所有层,包括路基,因此在本例中,研究了一种对不同深度的耗散进行分类的方法。现场数据是在预测设计寿命的中期从一个站点收集的。几年后证实了这种破坏,并将剩余寿命与边缘附近耗散的能量足以在实际破坏时间内引发裂缝的假设进行了比较。相反,中板位置的耗散低于极限。现场测试的数据也被用作有限元模型的输入,以查看是否可以进一步改进预测。该方法似乎很有前景,但由于目前的数据集仅代表中年状态,因此需要更多的数据。
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