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重载交通路基结构动应力测试与分布规律分析

Field Investigation into Heavy Traffic Produced Dynamic Stresses in Subgrade

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【作者】 李志勇陈晓斌凌建明王密刘文劼杨铁山

【Author】 LI Zhiyong;CHEN Xiaobin;LING Jianming;WANG Mi;LIU Wenjie;YANG Tieshan;Hunan Communications Research Institute Co.,Ltd.;School of Civil Engineering, Central South University;Tongji University;Shenyang Sensor & Software System Technology Co.,Ltd;

【机构】 湖南交通科学院研究有限公司中南大学土木工程学院同济大学沈阳圣狩软件科技有限公司公司

【摘要】 随着交通荷载的轴重、速度及激励频次大幅度增加,路基结构产生的动荷载效应剧增。为探索重载交通荷载对路基的影响,通过现场测试,得到了重载车辆荷载下路基结构动态应力分布范围及分布规律,并建立了路基结构动应力变化公式,把重载交通荷载作用下的路基结构划分为动荷载敏感区和动荷载影响区。研究结论可为提出动力性能相适应的路基结构设计、评估新方法与新技术提供参考。

【Abstract】 With the increase of axle load, speed and excitation frequency of moving wheel load of automobile and train, the dynamic load effect of subgrade structure increases sharply. In order to explore the influence of heavy traffic load on subgrade, the distribution range and attenuation law of dynamic stress of subgrade under heavy vehicle load were obtained through field test, and the formula of dynamic stress attenuation of subgrade under heavy traffic load was established. The subgrade under heavy traffic load was divided into dynamic load sensitive area and dynamic load influence area. The research conclusion provides a reference for the new method and new technology of roadbed structure design evaluation adapted to dynamic performance.

【基金】 国家自然科学基金项目(51978674);湖南省交通科技项目(200915)
  • 【文献出处】 公路工程 ,Highway Engineering , 编辑部邮箱 ,2021年05期
  • 【分类号】U416.1
  • 【下载频次】116
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