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Determination and Monitoring of Key Construction Control Indices for Low-Temperature Performance of Asphalt Mixtures Based on BIM Platform

机译:基于BIM平台的沥青混合物低温性能的密钥施工控制指标的测定与监测

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The construction control indices were commonly used to ensure the quality of asphalt layers in the construction process. However, the relationship between the construction control indices and the low-temperature performance of asphalt layers is not clear. The purpose of this paper was to investigate the effect of the variations of the construction control indices on the low-temperature performance of asphalt mixtures to determine the key construction control indices, and propose the method for the monitoring of these indices using the Building Information Modeling (BIM) platform. The low-temperature performance of asphalt mixtures was evaluated by the semicircular bend (SCB) test. A new prediction model of critical strain energy release rate was established to evaluate the low-temperature performance of the asphalt layer. Five factors are considered for the low-temperature performance, which are the gradation and asphalt-aggregate ratio in the asphalt mixture plant, rolling temperature, gradation segregation, and temperature segregation. Orthogonal test (OT) results indicated that the order of importance of factors affecting the low-temperature performance is asphalt-stone ratio, gradation, and molding temperature. The influences of gradation segregation and temperature segregation on the low-temperature performance were quantified in this study. Furthermore, the construction control indices were monitored by the BIM platform developed in this research. In the construction process of the asphalt layer, the gradation variation caused by the segregation should be paid more attention to ensure the low-temperature performance of the pavement.
机译:施工控制指数通常用于确保施工过程中沥青层的质量。然而,施工控制指数与沥青层的低温性能之间的关系尚不清楚。本文的目的是调查施工控制指标变化对沥青混合物低温性能的影响,以确定关键施工控制指标,并使用建筑信息建模提出监测这些指标的方法(BIM)平台。通过半圆形弯曲(SCB)测试评估沥青混合物的低温性能。建立了一种新的临界应变能释放率的预测模型,以评估沥青层的低温性能。用于低温性能的五种因素,这是沥青混合厂,轧制温度,灰度偏析和温度偏析中的渐变和沥青聚集比。正交试验(OT)结果表明,影响低温性能的因素的重要性是沥青 - 石头比,灰度和成型温度。在本研究中量化了梯度偏析和温度偏析对低温性能的影响。此外,通过本研究开发的BIM平台监测施工控制指数。在沥青层的施工过程中,应更加注重隔离引起的渐变变化,以确保路面的低温性能。

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