干湿循环条件下碳质泥岩土石混合体的道路性能及预测模型

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY Road Materials and Pavement Design Pub Date : 2023-11-05 DOI:10.1080/14680629.2023.2278146
Qiyi Yang, Wei Wen, Ling Zeng, Hongyuan Fu, Qianfeng Gao, Lu Chen, Hanbing Bian
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引用次数: 1

摘要

摘要废弃的碳质泥岩造成了严重的土地占用、山体滑坡等环境问题。考虑到经济和生态因素,采用碳质泥岩土石混合物(CMSRM)作为路堤材料,采用加州承载比(CBR)和无侧限抗压强度(UCS)进行评价。在不同的干湿循环周期(0、2、4、6和8)和不同的含石量(0、20、40、60和80%)条件下,对CMSRM的CBR和UCS进行了测试。利用卷积神经网络(CNN)对实验结果进行预测和分析。试验结果表明,CBR和UCS随岩石含量的增加先增大后减小,且与干湿循环负相关。CNN的预测值与实测值高度相关。CNN模型通过深度学习实现了对实验结果的变参数分析,为CMSRM路堤路面性能预测提供了一种新的方法。关键词:碳质泥岩干湿旋回;加州承压比;无约束抗压强度;卷积神经网络预测模型;作者感谢国家自然科学基金项目(52078066,52004036,42207204,52378440)、湖南省研究生科研创新项目(CX20210738)、长沙市优秀创新青年培养计划(kq1905043)、湖南省青年科技创新人才项目(2020RC306)、湖南省青年科技创新人才项目(2020RC306)的资助。湖南省优秀青年自然科学基金项目(2023JJ10045),长沙理工大学“双一流”国际合作项目(2019IC04), 2021桥梁工程安全控制教育部重点实验室开放基金项目(21KB12),湖南省国家自然科学基金项目(2021JJ40572),长沙理工大学桥梁工程安全控制教育部重点实验室开放基金(15KB01)和湖南省教育局研究基金项目(20B040)。
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Road performance and prediction model for carbonaceous mudstone soil-rock mixtures under wet-dry cycles
AbstractThe abandoned carbonaceous mudstone has caused severe environmental problems such as land occupation and landslides. For the consideration of economic and ecological factors, carbonaceous mudstone soil-rock mixture (CMSRM) is used as an embankment material assessed by California bearing ratio (CBR) and unconfined compression strength (UCS). A series of experiments were conducted to measure the CBR and UCS of the CMSRM with different wet-dry cycles (0, 2, 4, 6 and 8) and different rock contents (0, 20, 40, 60 and 80%). The experimental results were predicted and analysed by a convolutional neural network (CNN). The experiment results show that the CBR and UCS of CMSRM increased at first and then decreased with the increase of rock content and were negatively correlated with wet-dry cycles. The CNN predicted values were highly correlated with the measured values. The CNN model enables variable parameter analysis of the experiment results via deep learning, which provides a new method to the CMSRM embankment road performance prediction.KEYWORDS: Carbonaceous mudstonewet-dry cyclesCalifornia bearing ratiounconfined compressive strengthconvolution neural networkprediction model Disclosure statementNo potential conflict of interest was reported by the author(s).Additional informationFundingThe authors gratefully acknowledge the financial support offered by the National Natural Science Foundation of China (52078066, 52004036, 42207204, 52378440), the Postgraduate Scientific Research Innovation Project of Hunan Province (CX20210738), the Changsha City Outstanding Innovative Youth Training Program (kq1905043), the Hunan young scientific and technological innovation talents (2020RC306), the Natural Science Foundation of Hunan Province Outstanding Youth Fund Project (2023JJ10045), the ‘Double First-class’ International Cooperation project of Changsha University of Science and Technology (2019IC04), the 2021 Bridge Engineering Safety Control Key Laboratory of Ministry of Education Open Fund Project (21KB12), the National Natural Science Foundation of Hunan Province Projects (2021JJ40572), the Open Fund of Key Laboratory of Bridge Engineering Safety Control by Department of Education (Changsha University of Science & Technology) (15KB01) and the Research Foundation of Education Bureau of Hunan Province Project (20B040).
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来源期刊
Road Materials and Pavement Design
Road Materials and Pavement Design 工程技术-材料科学:综合
CiteScore
8.10
自引率
8.10%
发文量
105
审稿时长
3 months
期刊介绍: The international journal Road Materials and Pavement Design welcomes contributions on mechanical, thermal, chemical and/or physical properties and characteristics of bitumens, additives, bituminous mixes, asphalt concrete, cement concrete, unbound granular materials, soils, geo-composites, new and innovative materials, as well as mix design, soil stabilization, and environmental aspects of handling and re-use of road materials. The Journal also intends to offer a platform for the publication of research of immediate interest regarding design and modeling of pavement behavior and performance, structural evaluation, stress, strain and thermal characterization and/or calculation, vehicle/road interaction, climatic effects and numerical and analytical modeling. The different layers of the road, including the soil, are considered. Emerging topics, such as new sensing methods, machine learning, smart materials and smart city pavement infrastructure are also encouraged. Contributions in the areas of airfield pavements and rail track infrastructures as well as new emerging modes of surface transportation are also welcome.
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