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Roads and Bridges-Drogi i Mosty最新文献

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Bridges for Rail Traffic 轨道交通桥梁
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-006
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引用次数: 0
Bridges – Potentialities and Perspectives 桥梁-潜力和前景
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-002
Martin Knight
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引用次数: 0
Bridges for Slow-Moving Traffic 为缓慢行驶的车辆架桥
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-004
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引用次数: 0
Designing Bridges 设计桥梁
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-003
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引用次数: 0
Economic Efficiency 经济效率
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-011
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引用次数: 0
Preservation and Evaluation of Bridges 桥梁的保护与评价
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-008
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引用次数: 0
Bridges and Traffic 桥梁与交通
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-007
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引用次数: 0
Road Bridges 道路桥梁
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-005
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引用次数: 1
Bridges in Detail 桥梁详图
IF 0.5 Q3 Engineering Pub Date : 2021-12-31 DOI: 10.11129/9783955535643-015
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引用次数: 0
Rehabilitation needs assessment of flexible pavements based on cracking and rutting distress 基于裂缝和车辙损伤的柔性路面修复需求评估
IF 0.5 Q3 Engineering Pub Date : 2021-09-30 DOI: 10.7409/RABDIM.021.019
R. Gogoi, Bhupali Dutta
The present study is an attempt to investigate the flexible pavement condition based on cracking and rutting distress which are modes of structural failures. The objective is to identify the structural condition of the pavement and to verify whether the pavement requires any structural treatments such as repairs or rehabilitation. The study departs from the approach of a single summary indicator of pavement condition, namely the serviceability index, where different types of functional and structural distresses are considered simultaneously in rehabilitation decision-making. The proposed decision-making system is formulated based on the fuzzy logic theory. The system takes into account different severity levels of cracking and rutting to identify the critically distressed pavement sections. The root mean square error (RMSE) and the mean absolute error (MAE) values of 2.242 and 1.541, respectively, show that the results obtained from the present decision-making model are reasonably accurate.
本研究是基于裂缝和车辙破坏这两种结构破坏模式来研究柔性路面状况的一种尝试。目的是确定路面的结构状况,并核实路面是否需要任何结构处理,如维修或修复。该研究改变了单一的路面状况综合指标即可用性指标的做法,在修复决策中同时考虑不同类型的功能和结构损伤。提出了基于模糊逻辑理论的决策系统。该系统考虑了不同程度的裂缝和车辙来识别严重受损的路面路段。均方根误差(RMSE)和平均绝对误差(MAE)分别为2.242和1.541,表明本决策模型的结果具有合理的准确性。
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引用次数: 0
期刊
Roads and Bridges-Drogi i Mosty
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