基于马尔可夫链的碎石路面性能预测模型的建立

Waleed Aleadelat, S. Wulff, K. Ksaibati
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引用次数: 6

摘要

怀俄明州技术转移中心(WYT2/ LTAP)目前正在怀俄明州开发砾石道路管理系统(GRMS)。这一新GRMS的主要组成部分之一是开发维护和修复(M&R)活动的综合优化方法。为了支持新的优化方法,本研究建立了多个性能模型来预测怀俄明州砾石道路的劣化模式。除了平均劣化率外,研究人员还使用了大约1931公里(1200英里)碎石路段的路况数据来开发这些模型。本研究采用马尔可夫链(MC)的概率建模方法来建立这些预测模型。通过对这些模型的拟合得到的预测方程包含了砂砾路面所有可能的劣化模式,如坑槽、搓板、松散骨料和车辙等。一般情况下,砾石路面在没有任何养护干预的情况下,平均使用寿命在12个月左右。此外,坑洼、车辙和搓板是这类道路的主要失效模式。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Development of Performance Prediction Models for Gravel Roads Using Markov Chains
The Wyoming technology Transfer Center (WYT2/ LTAP) is currently in the process of developing a Gravel Roads Management System (GRMS) in Wyoming. One of the major components of this new GRMS is developing a comprehensive optimization methodology for Maintenance and Rehabilitant (M&R) activities. To support the new optimization methodology, this research study established multiple performance models to predict the deterioration patterns of gravel roads in Wyoming. Condition data, in addition to the average deterioration rates, for approximately 1931km (1200 miles) of gravel road segments were used to develop these models. A probabilistic modeling approach using Markov Chains (MC) was adopted in this study to establish these prediction models. The developed prediction equations obtained from fitting these models include all the possible deterioration modes of gravel roads such as potholes, washboards, loose aggregate, and rutting. Generally, it was found that the average service life of a gravel road is around 12 months without any maintenance intervention. In addition, potholes, rutting, and washboards are the main failure modes for these types of roads.
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