| 季节变化对列车行驶路基动应力的影响及简化计算方法 |
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| 引用本文： | 李琼林,凌贤长,张锋,王立娜.季节变化对列车行驶路基动应力的影响及简化计算方法[J].西北地震学报,2015,37(3):782-788. |
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| 作者姓名： | 李琼林 凌贤长 张锋 王立娜 |
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| 作者单位： | 哈尔滨工业大学土木工程学院, 黑龙江哈尔滨 150090;中国科学院冻土工程国家重点实验室, 甘肃兰州 73000;云南农业大学建筑工程学院, 云南昆明 650201;哈尔滨工业大学土木工程学院, 黑龙江哈尔滨 150090;中国科学院冻土工程国家重点实验室, 甘肃兰州 73000;云南农业大学建筑工程学院, 云南昆明 650201;中国科学院冻土工程国家重点实验室, 甘肃兰州 73000;哈尔滨工业大学交通科学与工程学院, 黑龙江哈尔滨 150090;哈尔滨工业大学土木工程学院, 黑龙江哈尔滨 150090;中国科学院冻土工程国家重点实验室, 甘肃兰州 73000;云南农业大学建筑工程学院, 云南昆明 650201 |
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| 基金项目： | 国家重点基础研究发展计划(2012CB026104);国家自然科学基金项目(51174261);冻土工程国家重点实验室开放基金(SKLFSE201216) |
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| 摘 要： | 我国众多铁路干线分布于深季节冻土地区。铁路路基土层的冻融状态随着季节的交替变化而改变,相应的列车行驶时引起的路基动应力分布也有所不同。考虑路基土体的参振效应,通过改进车辆-轨道-路基垂向耦合动力学模型获取不同季节列车行驶振动荷载时程,进而通过动力有限元数值模拟方法,研究季节变化对列车行驶引起的路基动应力分布规律的影响。研究表明:路基土中的动应力幅值及其沿路基深度的分布规律与该时期路基土的冻融状态密切相关,基于此结论,提出深季节冻土地区不同季节铁路冻土下限范围内路基动应力的简化计算方法。该研究对于优化季节性冻土地区铁路路基设计方法,完善路基长期动力稳定性能评价方法等具有重要意义。
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| 关 键 词： | 深季节冻土地区 季节变化 车辆-轨道-路基垂向耦合动力学模型 动应力比 当量最大剪切模量 |
| 收稿时间： | 2014/8/20 0:00:00 |
Effect of Seasonal Variations on the Dynamic Stress in Subgrade Soils Induced by Passing Trains and a Simplified Calculation Method on It |
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| LI Qiong-lin,LING Xian-zhang,ZHANG Feng and WANG Li-na.Effect of Seasonal Variations on the Dynamic Stress in Subgrade Soils Induced by Passing Trains and a Simplified Calculation Method on It[J].Northwestern Seismological Journal,2015,37(3):782-788. |
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| Authors: | LI Qiong-lin LING Xian-zhang ZHANG Feng and WANG Li-na |
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| Institution: | School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China;State Key Laboratory of Frozen Soil, Chinese Academy of Sciences, Lanzhou 730000, Gansu, China;College of Architecture and Civil Engineering, Yunnan Agricultural University, Kunming 650201, Yunnan, China;School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China;State Key Laboratory of Frozen Soil, Chinese Academy of Sciences, Lanzhou 730000, Gansu, China;College of Architecture and Civil Engineering, Yunnan Agricultural University, Kunming 650201, Yunnan, China;State Key Laboratory of Frozen Soil, Chinese Academy of Sciences, Lanzhou 730000, Gansu, China;School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China;School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China;State Key Laboratory of Frozen Soil, Chinese Academy of Sciences, Lanzhou 730000, Gansu, China;College of Architecture and Civil Engineering, Yunnan Agricultural University, Kunming 650201, Yunnan, China |
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| Abstract: | Many railways were constructed in regions of China that experience seasonal freezing and thawing cycles in subgrade soils. Consequently, the dynamic stress distribution in subgrade soils induced by passing trains was observed to vary in different seasons. The research first focused on the development of a vertical train-track-subgrade coupled dynamic model, which considered the vibration of soil layers and the time histories of loading. Second on the effect of seasonal variations on the dynamic stress in subgrade soils, which was conducted by FEM computational simulations. Based on the results, the dynamic stress distribution and amplitudes were closely related to the frozen or thaw states of the subgrade soil. Third on the development of a simplified method for calculating the dynamic stress in subgrade soils induced by passing trains, which could be used in railway subgrade designs in seasonal frozen regions. The achievements of this research will be useful for optimizing the subgrade design method and completing the evaluation method of the long-term stability of the subgrade soil. |
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| Keywords: | deep seasonal frozen region seasonal variation vertical train-track-subgrade coupled dynamic model dynamic stress ratio maximum shear modulus equivalent |
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