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dc.contributor.authorYang Guangwei;Li Qiang Joshua;Zhan You;Fei Yue;Zhang Aonan
dc.date.accessioned2019-02-26T07:40:36Z
dc.date.available2019-02-26T07:40:36Z
dc.date.issued2018
dc.identifier.other%28ASCE%29CP.1943-5487.0000797.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248657
dc.description.abstractPavement friction and texture characteristics are important to road surface safety. Despite extensive studies conducted in the last decades, the relationship between pavement texture and surface friction has not been fully understood. This paper implements deep learning (DL) techniques to investigate the application of pavement texture data for pavement skid resistance and safety analysis. High speed texture profiles and grip tester friction data are collected in parallel on high friction surface treatment (HFST) sites including various types of lead-in and lead-out pavement sections distributed in 12 states of the United States. FrictionNet, a convolutional neural network (CNN)–based DL architecture, was developed to predict pavement friction levels directly using texture profiles. This architecture is composed of six artificial neuron layers: two convolution layers, three fully connected layers, and one output layer, with 66,49 tuned hyperparameters. There were 5,4 pairs of texture and friction data sets gathered for training, whereas another 12,6 pairs were gathered for validation and testing. The input of FrictionNet is the spectrogram of original texture profile for 1 m segments, and the output is the corresponding friction level ranging from .2 to 1.. FrictionNet achieves 96.85% accuracy for training, 88.92% for validation, and 88.37% for testing in friction prediction. The result demonstrates the potential of using DL methods for highway speed noncontact texture measurements for pavement friction evaluation at the network level.
dc.publisherAmerican Society of Civil Engineers
dc.titleConvolutional Neural Network–Based Friction Model Using Pavement Texture Data
dc.typeJournal Paper
dc.journal.volume32
dc.journal.issue6
dc.journal.titleJournal of Computing in Civil Engineering
dc.identifier.doi10.1061/(ASCE)CP.1943-5487.0000797
dc.page4018052
dc.treeJournal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 006
dc.contenttypeFulltext


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