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Corresponding Author

彭俊辉,男,博士,讲师.E-mail:pjh@csust.edu.cn

Abstract

Existing methods for determining the humidity adjustment factor and dry-wet cycle reduction factor of the resilient modulus of subgrade soil are mostly based on laboratory tests that consume a large amount of manpower and time,and the prediction accuracy is limited due to the constraints of specification value ranges.In order to achieve fast and accurate prediction of these two factors,the effects of stress state,moisture content,and the number of dry-wet cycles on the resilient modulus of subgrade soil were investigated through laboratory dynamic triaxial tests.Based on existing literature,physical parameters,state parameters,and stress parameters of subgrade soil were selected,and an artificial neural network prediction model optimized by a genetic algorithm was developed to enable rapid prediction of the humidity adjustment factor and dry-wet cycle reduction factor of subgrade soil.The results show that moisture content and dry-wet cycles have a significant influence on the resilient modulus of subgrade soil,while the humidity adjustment factor and dry-wet cycle reduction factor show stress dependence.The intelligent prediction model demonstrates high prediction accuracy for both the humidity adjustment factor and the dry-wet cycle reduction factor.

Publication Date

6-23-2025

DOI

10.14048/j.issn.1671-2579.2025.03.002

First Page

9

Last Page

17

Submission Date

August 2025

Reference

[1]张军辉,彭俊辉,郑健龙.路基土动态回弹模量预估进展与展望 [J].中国公路学报,2020,33(1):1-13.ZHANG Junhui,PENG Junhui,ZHENG Jianlong.Progress and prospect of the prediction model of the resilient modulus of subgrade soils [J].China Journal of Highway and Transport,2020,33(1):1-13.
[2]郑健龙,刘绍平,胡惠仁.公路路基湿度计算理论研究进展[J].中外公路,2023,43(1):1-10.ZHENG Jianlong,LIU Shaoping,HU Huiren.The calculation theory of humidity for subgrade:A perspective review [J].Journal of China & Foreign Highway,2023,43(1):1-10.
[3]李冬雪,凌建明,钱劲松,等.湿度循环下黏质路基土回弹模 量 演 化 规 律 [J].同 济 大 学 学 报 (自 然 科 学 版 ),2013,41(7):1051 -1055.LI Dongxue,LING Jianming,QIAN Jinsong,et al.Influence of moisture content change cyclicity on modulus evolution law of cohesive subgrade soil [J].Journal of Tongji University (Natural Science ),2013,41(7):1051 -1055.
[4]ZHANG J H,LI F,ZENG L,et al.Numerical simulation of the moisture migration of unsaturated clay embankments in Southern China considering stress state [J].Bulletin of Engineering Geology and the Environment,2021,80(1):11-24.
[5]曹长伟.路基湿度状况及模量调整系数研究 [D].上海:同济大学,2007.CAO Changwei.Study on subgrade humidity and modulus adjustment coefficient [D].Shanghai:Tongji University,2007.
[6]林小平,李兴华,凌建明,等.路基土回弹模量湿度调整系数预估研究 [J].同济大学学报 (自然科学版 ),2011,39(10):1490 -1494.LIN Xiaoping,LI Xinghua,LING Jianming,et al.Study on moisture adjustment factor for resilient modulus of subgrade [J].Journal of Tongji University (Natural Science ),2011,39(10):1490 -1494.
[7]陈龙旭,王帅,罗大天,等.干湿循环下红砂岩路基填料回弹模量控制研究 [J].中外公路,2020,40(4):250-255.CHEN Longxu,WANG Shuai,LUO Datian,et al.Study on resilient modulus control of red sandstone subgrade filler in drying-wetting test [J].Journal of China & Foreign Highway,2020,40(4):250-255.
[8]胡健坤.干湿循环作用下高液限粉土动态回弹模量试验研究 [D].长沙:长沙理工大学,2021.HU Jiankun.Experimental study on dynamic resilient modulus of high liquid limit silt under dry-wet cycles [D].Changsha:Changsha University of Science & Technology,2021.
[9]冉武平,陈慧敏,李玲,等.干湿循环下粗粒土回弹模量演变 规 律 及 模 型 预 估 和 修 正 [J].吉 林 大 学 学 报 (工 学 版 ),2021,51(6):2079 -2086.RAN Wuping,CHEN Huimin,LI Ling,et al.Evolution law and model estimation and modification of resilience modulus of coarse grained soil subgrade under wet and dry cycle [J].Journal of Jilin University (Engineering and Technology Edition ),2021,51(6):2079 -2086.
[10]李 长 贵,胡 健 坤.干 湿 循 环 作 用 下 高 液 限 粉 土 动 态 回 弹模量试验研究 [J].中外公路,2021,41(3):347-351.LI Changgui,HU Jiankun.Experimental study on dynamic resilient modulus of high liquid limit silt under dry-wet cycles [J].Journal of China & Foreign Highway,2021,41(3):347-351.
[11]罗志刚.路基与粒料层动态模量参数研究 [D].上海:同济大学,2007.LUO Zhigang.Study on dynamic modulus parameters of subgrade and granular layer [D].Shanghai:Tongji University,2007.
[12]RUMELHART D E,HINTON G E,WILLIAMS R J.Learning representations by back-propagating errors [J].Nature,1986,323(6088 ):533-536.
[13]ZHANG J H,PENG J H,ZHENG J L,et al.Prediction of resilient modulus of compacted cohesive soils in South China [J].International Journal of Geomechanics,2019,19(7).
[14]史峰,王小川,郁磊,等.MATLAB 神经网络 30个案例分析[M].北京:北京航空航天大学出版社,2010.SHI Feng,WANG Xiaochuan,YU Lei,et al.Analysis of 30 cases of MATLAB neural network [M].Beijing:Beijing University of Aeronautics & Astronautics Press,2010.
[15]ALI ZIAEE S,SADROSSADAT E,ALAVI A H,et al.Explicit formulation of bearing capacity of shallow foundations on rock masses using artificial neural networks:Application and supplementary studies [J].Environmental Earth Sciences,2015,73(7):3417 -3431.
[16]ALAVI A H,GANDOMI A H.Prediction of principal ground-motion parameters using a hybrid method coupling artificial neural networks and simulated annealing [J].Computers & Structures,2011,89(23/24):2176 -2194.
[17]付晓明,王福林,尚家杰.基于多子代遗传算法优化 BP神经网络 [J].计算机仿真,2016,33(3):258-263.FU Xiaoming,WANG Fulin,SHANG Jiajie.Optimized BP neural network algorithm based on multi-child genetic algorithm [J].Computer Simulation,2016,33(3):258-263.
[18]DING S F,SU C Y,YU J Z.An optimizing BP neural network algorithm based on genetic algorithm [J].Artificial Intelligence Review,2011,36(2):153-162.
[19]ZHANG J H,HU J K,PENG J H,et al.Prediction of resilient modulus for subgrade soils based on ANN approach [J].Journal of Central South University,2021,28(3):898-910.
[20]LIANG Y J,REN C,WANG H Y,et al.Research on soil moisture inversion method based on GA-BP neural network model [J].International Journal of Remote Sensing,2019,40(5/6):2087 -2103.
[21]洪 月 华.无 线 传 感 器 网 络 中 分 布 式 数 据 挖 掘 算 法 研 究[J].计算机仿真,2012,29(12):167-170,179.HONG Yuehua.Study on distributed data mining algorithm in wireless sensor networks [J].Computer Simulation,2012,29(12):167-170,179.
[22]邱欣,钱劲松,张世洲.基于基质吸力的粘性路基土动回弹模量预估模型研究 [J].水文地质工程地质,2011,38(3):49-53,58.QIU Xin,QIAN Jinsong,ZHANG Shizhou.Research on prediction model of dynamic resilient modulus of subgrade soil based on matric suction [J].Hydrogeology & Engineering Geology,2011,38(3):49-53,58.
[23]戴 良 良.南 方 湿 热 地 区 高 液 限 黏 土 动 态 回 弹 模 量 研 究[D].长沙:长沙理工大学,2016.DAI Liangliang.Resilient modulus for clay of high liquid limit in moist-heat south area [D].Changsha:Changsha University of Science & Technology,2016.
[24]刘维正,曾奕珺,姚永胜,等.含水率变化下压实路基土动态 回 弹 模 量 试 验 研 究 与 预 估 模 型 [J].岩 土 工 程 学 报,2019,41(1):175-183.LIU Weizheng,ZENG Yijun,YAO Yongsheng,et al.Experimental study and prediction model of dynamic resilient modulus of compacted subgrade soils subjected to moisture variation [J].Chinese Journal of Geotechnical Engineering,2019,41(1):175-183.
[25]姚永胜.湿热环境下路基回弹模量演变规律研究 [D].长沙:长沙理工大学,2018.YAO Yongsheng.Study on the evolution law of resilient modulus of subgrade structure under hot-humid environment [D].Changsha:Changsha University of Science & Technology,2018.
[26]YANG S R,HUANG W H,TAI Y T.Variation of resilient modulus with soil suction for compacted subgrade soils [J].Transportation Research Record:Journal of the Transportation Research Board,2005,1913:99-106.
[27]兰伟.路基土非饱和特性及回弹模量预估模型 [D].上海:同济大学,2009.LAN Wei.Prediction model of unsaturated characteristics and resilient modulus of subgrade soil [D].Shanghai:Tongji University,2009.
[28]LIANG R Y,RABAB ’AH S,KHASAWNEH M.Predicting moisture-dependent resilient modulus of cohesive soils using soil suction concept [J].Journal of Transportation Engineering,2008,134(1):34-40.

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