首页|基于现场原位振动试验的风沙路基动力稳定性研究

基于现场原位振动试验的风沙路基动力稳定性研究

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以蒙华铁路MHTJ-1 标段风积沙段路基工程为依托,选择6个风积沙填筑路堤断面作为测试断面,通过调节高速液压夯实机落锤的落距和作用时间,实现列车荷载作用下路基面动应力水平的模拟.在路基本体中布设动土压力盒、加速器等传感器,采集路堤基床结构的动位移、累积位移、振动加速度、振动速度及动应力等参数,获取基床结构原位振动试验的动力响应,评价风积沙路基基床的动力稳定性,为今后类似工程施工提供技术指导.
Study on Dynamic Stability of Aeolian Sand Subgrade Based on Field In-Situ Vibration Test
Based on eolian sand subgrade works of Menghua Railway MHTJ-1 section,six sections of eolian sand subgrade are selected as the testing sections.Dynamic stress on the subgrade under train load is simulated by adjusting the drop distance and acting time of the hammer of high-speed hydraulic rammer.The subgrade is equipped with dynamic soil pressure box,accelerator and other sensors so as to gather such parameters as dynamic displacement,cumulative displacement,vibration acceleration,vibration velocity and dynamic stress of the subgrade.In addition,the dynamic response is obtained through in-situ vibration test of the subgrade,and the dynamic stability of eolian sand subgrade is evaluated,which will provide technical reference for similar projects.

eolian sand subgradein-situ vibration testdynamic responsedynamic stress simulationstability evaluation

朱孟伟、陈华林、曹强强、周聪、胡延杰

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中交华南交通建设工程有限公司,广东广州 510000

中交一航局第二工程有限公司,山东青岛 266071

风沙路基 原位振动试验 动力响应 动应力模拟 稳定性评价

2024

港工技术
中交第一航务工程勘察设计院有限公司

港工技术

影响因子:0.262
ISSN:1004-9592
年,卷(期):2024.61(1)
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