摘要
铁路道床机械清筛作业中,分次回填道砟颗粒会导致道砟分层,出现非均匀分布现象。为了解道砟非均匀分布对道床力学特性的影响,基于离散单元法基本原理,生成有砟道床仿真模型,模拟道砟均匀分布、“上大下小”分层分布、“上小下大”分层分布等3种道床工况,分析3种道床工况在捣固作业和稳定作业中的力学特性变化。结果表明:道砟非均匀分布对道床力学特性产生影响,其中道床密实度特性受道砟分布状态影响较小,而道床垂向刚度和横向阻力特性则受道砟分布状态影响较大。在捣固作业中,道砟“上小下大”分层分布最有利于道床垂向刚度提升。在稳定作业中,道砟“上大下小”分层分布最有利于道床横向阻力提升。道砟颗粒流动则是使得道床垂向刚度和横向阻力提升的重要因素。
During the mechanical cleaning operation on ballast bed,backfilling ballast in batches would lead to a layered and uneven ballast distribution.To reveal the effect of uneven ballast distribution on the mechanical properties,the simulation model of ballast bed was generated based on the basic principle of discrete element method.Then three kinds of ballast layering distributed conditions were simulated in the model,the uniform distribution,"large upper and small lower"distribution and"small upper and large lower"distribution,respectively.And the mechanical characteristics of ballast bed during the tamping operation and the stabilizing operation were analyzed.The results show that the uneven ballast distribution has impact on the mechanical properties of ballast bed.The compactness of ballast bed is less affected,while the vertical stiffness and the lateral resistance are obviously affected.During the tamping operation,the"small upper and large lower"ballast distribution is most conducive to improve the vertical stiffness.While during the stabilizing operation,the"large upper and small lower"ballast distribution is most conducive to improve the transverse resistance.The flow of ballast particles is an important factor to improve the vertical stiffness and the lateral resistance of ballast bed.
作者
许玉德
缪雯颖
李少铮
刘学敏
XU Yude;MIAO Wenying;LI Shaozheng;LIU Xuemin(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China;Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety,Tongji University,Shanghai 201804,China;Zhejiang Rail Transit Operation Management Group Co.,Ltd.,Hangzhou 310014,China;CHN Energy Railway Equipment Co.,Ltd.,Beijing 100011,China)
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2024年第3期407-415,共9页
Journal of Tongji University:Natural Science
基金
中央高校基本科研业务费专项资金(22120180239)
中国铁路总公司科技研究开发计划(2017G003-B)
国家能源投资集团有限责任公司科技创新项目(GJNY-19-89)
国能铁路装备有限责任公司技术开发项目(TZKY-21-40)。
关键词
有砟道床
颗粒分布
横向阻力
垂向刚度
离散单元法
ballast bed
particle arrangement
lateral resistance
vertical stiffness
discrete element method