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Full-scale model testing on the dynamic behaviour of weathered red mudstone subgrade under railway cyclic loading

机译:铁路循环荷载下风化红泥岩路基动力特性的全尺寸模型试验

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摘要

Although weathered red mudstone (WRM) is widely distributed in the southwest of China, its suitability as a fill material for the subgrade bed of a high-speed railway (HSR) has not been comprehensively investigated. This paper presents the results of a field full-scale model testing of the cyclic loading and response of a railway track-subgrade system for the Dazhou-Chengdu Railway, where some WRM has been used in a newly designed subgrade structure. A control section of the HSR was also built using a traditional subgrade bed (Group A&B material) to compare the performances of the different sections. To better understand the dynamic characteristics and cumulative deformation of the two types of subgrade, the dynamic actions of different axle loads and different train speeds were simulated using specifically designed track-cyclic-loading equipment. The transverse and vertical distributions of the dynamic stress, dynamic displacement and acceleration of the track-subgrade system were measured and evaluated. The influence of the wheel axle load on the growth factor of the dynamic parameters, the vertical attenuation coefficient of the dynamic stress, and the effect of using WRM in the subgrade on the post-construction settlements were investigated. The tests enabled the development of cumulative settlement laws with railway loading for the two types of subgrade. Although the dynamic parameters and cumulative settlement of the WRM subgrade are always greater than those of better-quality material (Group A&B subgrade), they comply with HSR regulations. In conclusion, the results demonstrated that weathered red mudstone can be used as a filling material in the newly designed subgrade structure for HSRs. (C) 2019 Production and hosting by Elsevier B.V. on behalf of The Japanese Geotechnical Society.
机译:尽管风化红泥岩(WRM)在中国西南地区广泛分布,但其是否适合作为高速铁路(HSR)路基床层的填充材料尚未得到全面研究。本文介绍了对大成铁路铁路轨道路基系统的循环荷载和响应进行的现场全尺寸模型测试的结果,其中在新设计的路基结构中使用了一些WRM。高铁的控制部分也使用传统的路基床(A和B组材料)建造,以比较不同部分的性能。为了更好地了解两种类型路基的动力特性和累积变形,使用专门设计的轨道循环装载设备模拟了不同轴载荷和不同列车速度的动力作用。测量和评估了路基系统的动应力,动位移和加速度的横向和垂直分布。研究了轮轴载荷对动力参数增长因子,动应力垂直衰减系数的影响以及路基使用WRM对施工后沉降的影响。通过测试,可以开发两种类型路基的铁路荷载下的累积沉降定律。尽管WRM路基的动态参数和累积沉降始终大于优质材料(A和B组路基)的动态参数和累积沉降,但它们符合HSR法规。总之,结果表明,风化的红色泥岩可以用作新设计的高铁路基结构的填充材料。 (C)2019年由Elsevier B.V.代表日本岩土工程学会制作和主持。

著录项

  • 来源
    《Soils and foundations》 |2019年第2期|296-315|共20页
  • 作者单位

    Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Sichuan, Peoples R China;

    Southwest Jiaotong Univ SWJTU, Sch Civil Engn, MOE Key Lab High Speed Railway Engn, Chengdu 610031, Sichuan, Peoples R China;

    Univ Newcastle, Fac Engn & Built Environm, Prior Res Ctr Geotech Sci & Engn, Callaghan, NSW, Australia;

    Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Sichuan, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Full-scale test; Subgrade; Dynamic stress; High-speed railway; Cyclic loading; Cumulative settlement;

    机译:全规模测试;路基;动态应力;高速铁路;循环载荷;累积解决;

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