[1]宋永山,高盟,陈青生.列车荷载作用下准饱和地基波阻板隔振特性研究[J].地震工程与工程振动,2022,42(02):252-263.[doi:10.13197/j.eeed.2022.0225]
　SONG Yongshan,GAO Meng,CHEN Qingsheng.Study on the isolation performance of WIB on nearly-saturated ground under moving load[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2022,42(02):252-263.[doi:10.13197/j.eeed.2022.0225]
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列车荷载作用下准饱和地基波阻板隔振特性研究
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《地震工程与工程振动》[ISSN:/CN:]

卷:
42
期数:
2022年02期
页码:
252-263
栏目:
论文
出版日期:
2022-04-30

文章信息/Info

Title:
Study on the isolation performance of WIB on nearly-saturated ground under moving load
作者:
宋永山1; 2;  高盟1; 2;  陈青生3
1. 山东科技大学 山东省土木工程防灾减灾重点实验室, 山东 青岛 266590;
2. 山东科技大学 土木工程与建筑学院, 山东 青岛 266590;
3. 华东交通大学 江西省岩土工程基础设施安全与控制重点实验室, 江西 南昌 330013
Author(s):
SONG Yongshan1; 2;  GAO Meng1; 2;  CHEN Qingsheng3
1. Shandong Province Key Laboratory of Civil Engineering & Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao 266590, China;
2. College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao 266590, China;
3. Jiangxi Provincial Key Laboratory of Geotechnical Engineering Infrastructure Safety and Control, East China Jiaotong University, Nanchang 330013, China
关键词:
准饱和地基; 高铁移动荷载; 波阻板隔振; 饱和度; 2.5维有限元
Keywords:
nearly-saturated medium; high-speed railway moving load; WIB isolation; saturation degree; 2.5- dimensional finite element model
分类号:
TU443
DOI:
10.13197/j.eeed.2022.0225
摘要:
基于Biot波动方程，推导准饱和多孔介质控制方程，建立高铁列车－准饱和地基－波阻板（WIB）隔振模型，研究高铁列车移动荷载作用下准饱和地基中WIB隔振性能。以秦沈客运专线工程实例进行算例分析，研究饱和度对WIB隔振性能影响规律及其力学机制，分析不同列车速度、不同饱和度条件下水平x方向、竖向z方向位移振幅衰减系数及频谱曲线。结果表明，饱和度变化对准饱和地基中波阻板隔振性能影响明显，具体表现为WIB振幅衰减系数AX随饱和度减小而增大，AR随饱和度减小而减小；WIB对准饱和地基中0～35 Hz频率有较好隔振效果，但2～4 Hz的频率加WIB隔振后仍衰减缓慢。另外，对饱和度为95%的准饱和地基中WIB埋深、宽度、厚度和弹性模量等参数进行了研究，研究成果可为准饱和地基高铁隔振设计提供理论依据。
Abstract:
To study the vibration isolation performance of nearly-saturated ground under the high-speed railway moving load,the governing equation of nearly-saturated porous media is derived based on Biot equation and model of high-speed railway train,nearly-saturated ground and wave impedance block(WIB)is established. Taking the Qinhuangdao-Shenyang high-speed railway line project as an example,the influence of saturation degree on WIB vibration isolation performance and its mechanical mechanism are studied. The displacement amplitude attenuation coefficient and spectrum curve in horizontal x direction and vertical z direction under different train speed and saturation conditions are analyzed. The results show that the change of saturation degree has an obvious effect on the vibration isolation performance of wave barrier plate in nearly saturated ground. The specific performance is that the WIB amplitude attenuation coefficient AX increases with the decrease of saturation and AR decreases with the decrease of saturation. The frequency of 0~35 Hz is good for vibration isolation,but it attenuates slowly at the frequency of 2~4 Hz. In addition,the parameters of WIB in nearly-saturated ground such as depth,width,thickness and elastic modulus are studied when the degree of saturation is 95%. The research results can be used for vibration isolation design of high-speed railway on nearly-saturated ground.

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备注/Memo

备注/Memo:
收稿日期:2021-3-3;改回日期:2021-9-1。
基金项目:山东省自然科学基金项目（ZR2021ME144）
作者简介:宋永山(1995-),女,硕士,主要从事岩土动力学研究.E-mail:songyongshan123@163.com
通讯作者:高盟(1974-),男,副教授,博士,主要从事岩土动力学及桩基工程学研究.E-mail:gmxyz@sdust.edu.cn
更新日期/Last Update: 1900-01-01