为了研究高速列车动荷载引起的桩网复合路基环境振动的影响因素,本文运用ABAQUS有限元软件,建立了包含垫层、桩帽、桩体的轨道-路堤-桩网复合地基三维有限元模型。首先以京沪高铁苏州站东侧某段桩网复合路基为背景建立模型,将模拟结果与实测结果对比,验证了本文数值模型方法的可靠性。在此基础上,分析了车速、路堤高度及土体阻尼比对高铁复合路基地面环境振动的影响。研究表明,近轨道中心处,车速与路基土体的共振条件决定地面振动大小;距轨道中心远处,地面振动主要由车速决定;路堤高度越高,复合路基中加固范围越大,对列车动荷载引起的地面振动减小越大,原因是垫层和桩体将振动波向路基深部传播;土体的材料阻尼比决定路基远处地面振动,材料阻尼越大,地面振动随距离衰减越快,因此预测路基远处地面振动需要合理的获取确定土体的阻尼比。
Abstract
To study environmental vibration of pile-net composite subgrade under high speed train dynamic load,a 3D track-embankment-pile-net composite subgrade model containing cushions,pile caps and pile bodies was established based on the finite element software ABAQUS.Firstly,a certain segment of pile-net composite subgrade on the east side of Suzhou station in Beijing-Shanghai high-speed railway was taken as the background to build the model,and the simulated ground vibration results were compared with the actual measured results to verify the reliability of the proposed numerical model method.Then,the influences of train speed,embankment height and soil damping ratio on ground environment vibrations of high-speed railway composite subgrade were analyzed.The results showed that at the place near track center,the resonance condition between train speed and roadbed soil determines the intensity of ground vibration; at the place far from track center,train speed mainly determines ground vibration; the higher the embankment height,the larger the reinforcement range in the composite subgrade,the larger the vibration reduction caused by the dynamic load of the train,it is due to cushions and piles transmitting vibration waves into the bottom of subgrade; soil damping ratio determines ground vibration at the place far from subgrade,the larger the soil damping ratio,the faster the attenuation of ground vibration with distance,so it is necessary to reasonably determine soil damping ratio.
关键词
高速铁路 /
桩网复合路基 /
环境振动 /
列车速度 /
路堤高度 /
阻尼比 /
有限元法
{{custom_keyword}} /
Key words
high-speed railway /
pile-net composite subgrade /
environmental vibration /
train speed /
embankment height /
damping ratio /
FEM
{{custom_keyword}} /
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 付强,丁选明,刘汉龙,孔纲强. 列车激振荷载下PCC桩复合地基动力分析[J]. 岩土力学. 2013(S2): 413-420. (FU Qiang, DING Xuanming, LIU Hanlong, KONG Gangqiang, Dynamic analysis of PCC pile composite foundation under train vibration load[J]. Rock and Soil Mechanics, 2013(S2): 413-420.)
[2] 李华明,蒋关鲁,刘先峰. CFG桩加固饱和粉土地基的动力特性试验研究[J]. 岩土力学,2010,(05): 1550-1554. (LI Huaming, JIANG Guanlu, LIU Xianfeng. Study of dynamic characteristics of saturated silty soil ground treated by CFG columns[J]. Rock and Soil Mechanics, 2010, (05): 1550-1554.)
[3] 马利衡,梁青槐,谷爱军,江辉. 沪宁城际铁路振动对周围环境及邻近铁路地基沉降的影响研究[J]. 铁道学报, 2015, (02): 98-105. (MA Liheng, LIANG Qinghuai, GU Aijun, JIANG Hui. Research on impact of Shanghai-Nanjing intercity high-speed railway induced vibration on ambient environment and foundation settlement of adjacent Beijing-Shanghai railway[J]. Journal of The China Railway Society. 2015, (02): 98-105.)
[4] Thach P N, Liu H L, Kong G Q. Vibration analysis of pile-supported embankments under high-speed train passage[J]. Soil Dynamics and Earthquake Engineering. 2013, 55(6): 92-99.
[5] Kouroussis G, Conti C, Verlinden O. Investigating the influence of soil properties on railway traffic vibration using a numerical model[J]. Vehicle System Dynamics. 2013, 51(3): 421-442.
[6] 高广运,李绍毅. 列车运行引起的CFG桩复合路基动力响应分析[J]. 振动与冲击. 2015(24): 135- 143. (GAO Guangyun, LI Shaoyi. Dynamic response of CFG pile composite subgrade induced by moving train loadings [J].Journal of Vibration and Shock. 2015(24): 135-143.)
[7] 王凯. 湿陷性黄土路段高速列车运行下灰土挤密桩路基的动态响应研究[D]. 西安建筑科技大学, 2014. (WANG Kai. Dynamic response of collapsible loess sections of high-speed trains to run under the roadbed lime soil compaction pile [Doctoral Dissertation]. Xi’an University of Architecture and Technology, 2014)
[8] 梁波,罗红,孙常新. 高速铁路振动荷载的模拟研究[J]. 铁道学报. 2006, 28(4): 89-94. (LIANG Bo, LUO Hong, SUN Changxin. Simulated study on vibration load of high speed railway[J]. Journal of The China Railway Society. 2006, 28(4): 89-94.)
[9] Zhai W, Wei K, Song X, et al. Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track[J]. Soil Dynamics and Earthquake Engineering, 2015, 72: 24-36.
[10] 邵鸣和,韦凯,韩海燕. 高速铁路无砟轨道引起的地面振动特性研究[J]. 重庆理工大学学报(自然科学版). 2013(09): 53-58.(SHAO Minghe, WEI Kai, HAN Haiyan. Study on ground vibration characteristics caused by ballastless track of high -speed railway[J]. Journal of Chongqing University of Technology(Natural Science), 2013(09): 53-58.)
[11] Yang Y, Hung H H. Wave propagation for train-induced vibrations: a finite/infinite element approach[M]. World Scientific Publishing, 2009.
[12]刘晶波,廖振鹏. 有限元离散模型中的出平面波动[J]. 力学学报.1992, 24(2):207-215. (LIU Jingbo,LIAO Zhenpeng. Anti-plane wave motion in finite element model [J]. Acta Mechanica Sinica, 1992, 24( 2): 207-215.)
[13] 边学成,曾二贤,陈云敏. 列车交通荷载作用下软土路基的长期沉降[J]. 岩土力学. 2008(11): 2990-2996.(BIAN Xuecheng, ZENG Erxian, CHEN Yunmin. Long-term settlements of soft soil ground induced by train traffic loadings. Rock and Soil Mechanics, 2008(11): 2990-2996.
[14] Gao Guangyun, Song Jian, Yang Jun. Identifying the boundary between near field and far field in ground vibration caused by surface loading, Journal of Central South University, 2014, 21(8): 3284−3294
[15] Gao GY, Chen QS, He JF, Liu F. Investigation of ground vibration due to trains moving on saturated multi-layered ground by 2.5D finite element method, Soil Dynamics and Earthquake Engineering, September 2012, 40: 87-98
{{custom_fnGroup.title_cn}}
脚注
{{custom_fn.content}}