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Effects of Revised Toll-by-Weight Policy on Truck Overloading Behavior and Bridge Infrastructure Damage Using Weigh-in-Motion Data: A Comparative Study in China

机译:经修订的收费政策对卡车超载行为及桥梁基础设施损伤的影响:中国的比较研究

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摘要

Since 2000, overloaded trucks have caused more than 50 bridges to collapse in China. In an effort to ensure the structural safety and extend the service life of the highway infrastructure, the Chinese government has proposed a series of policies in the past decade to mitigate truck overloading. This study aimed at investigating the effects of China’s recently revised toll-by-weight policy on truck overloading behavior and bridge infrastructure damage using weigh-in-motion data that spanned seven years (January 2011 to March 2018) and two successive toll-by-weight policies (with the new one implemented from August 2016), wherein truck data were measured from a typical national freeway segment. We first compared truck traffic volumes, compositions, and weight distributions under the initial and revised toll-by-weight policies. Next, we compared bridge infrastructure performance with respect to safety and fatigue based on the overloaded truck traffic observed under the initial and revised toll-by-weight policies. The results indicated that the revised toll-by-weight policy, which uses a stepwise incremental fee structure based on vehicle weight, was more effective at controlling truck overloading behavior and reducing bridge infrastructure damage than the initial toll-by-weight policy. Under the current policy, average daily truck volumes, overloaded truck proportions, and maximum truck weights decreased significantly. Concurrently, extreme and equivalent load effects for safety and fatigue assessments, respectively, decreased by an average of 20% for small- to medium-span bridges. Despite these noted improvements, overloaded truck traffic persisted, with loads often exceeding bridge design levels. This study’s findings can support future efforts by the Chinese government to further refine their toll-by-weight policies and subsequently ensure a safe and viable transportation network.
机译:自2000年以来,超载的卡车已经造成超过50座桥梁在中国的崩溃。在努力确保结构安全,延长公路基础设施的使用寿命,中国政府已经提出了一系列在过去十年中,以减轻卡车超载的政策。这项研究旨在调查中国的影响,最近经修订的卡车通行费计重政策,超载使用跨越七年(2011年1月2018年3月),并连续两次电话逐个称重运动数据行为和桥梁基础设施的破坏重量策略(用新的自2016年八月实现),其中,卡车数据来自一个典型的国家高速公路段测量。我们首先比较货车通行量,组合物和初始和修改后的收费计重政策下的重量分布。接下来,我们比较了基于初始和修改后的收费计重政策下观察重载卡车运输方面的安全性和抗疲劳桥梁基础设施的性能。结果表明,修改后的收费计重政策,它采用基于车辆重量逐步增加的费用结构,在控制卡车超载行为,减少比初始收费计重政策,桥梁基础设施的破坏更有效。根据现行政策,日均货车卷,一辆超载货车比例和最高卡车的重量显著下降。同时,极端和用于安全性和疲劳评估等效负载效应,分别用于小到中等跨度桥平均减少20%。尽管有这些改进指出,超载货车通行仍然存在,与负荷往往超过桥梁设计水平。这项研究的发现可以支持未来由中国政府的努力,进一步细化他们的通行费计重政策,然后确保安全和可行的交通网络。

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