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高铁路堑段地面环境振动特性现场实测与数值分析
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作者 毕俊伟 张继严 +1 位作者 高广运 汪益敏 《岩土工程学报》 EI CAS CSCD 北大核心 2023年第S02期270-275,共6页
基于巴黎—布鲁塞尔高铁某路堑段地面环境振动现场实测,分析路堑段地面振动特性与传播衰减规律。基于2.5维有限元法基本原理,推导并建立高铁荷载下路堑段2.5维有限元动力计算模型,讨论了路堑设计参数对地面振动特性的影响。结果表明:近... 基于巴黎—布鲁塞尔高铁某路堑段地面环境振动现场实测,分析路堑段地面振动特性与传播衰减规律。基于2.5维有限元法基本原理,推导并建立高铁荷载下路堑段2.5维有限元动力计算模型,讨论了路堑设计参数对地面振动特性的影响。结果表明:近轨道处地面振动幅值主要受列车轴重影响,而距轨道较远处则由中间车相邻转向架轮对的叠加效应主导。路堑段地面环境振动随与轨道距离的增加而减小,中高频振动的衰减速率大于其他频段。地面振动1阶主频主要由列车荷载的基频f1主导。路堑段地面环境振动随与轨道距离的衰减过程大致可分为3个阶段,且在堑顶处有较明显的振动局部放大现象。同时,随路堑深度增加,地面振动逐渐减小,当超过某一限值后,继续增加路堑深度难以有效减小地面振动。此外,在确保稳定性的前提下,较陡的路堑边坡更有利于减小高铁运行引起的地面振动。 展开更多
关键词 高速铁路 地面环境振动 路堑 现场实测 2.5维有限元法
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小半径曲线地段钢轨波磨对于地面振动影响的测试分析 被引量:5
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作者 杨哲 雷晓燕 +1 位作者 刘庆杰 冯青松 《噪声与振动控制》 CSCD 北大核心 2022年第1期182-186,共5页
针对地铁小半径曲线地段钢轨波磨对于地面环境振动的影响,选取某地铁普通整体道床小半径曲线钢轨有波磨与无波磨地段车辆通过时的隧道内及地面振动状况进行测试,同时测量有波磨地段与无波磨地段钢轨波磨实际状况。从频域角度对数据分析... 针对地铁小半径曲线地段钢轨波磨对于地面环境振动的影响,选取某地铁普通整体道床小半径曲线钢轨有波磨与无波磨地段车辆通过时的隧道内及地面振动状况进行测试,同时测量有波磨地段与无波磨地段钢轨波磨实际状况。从频域角度对数据分析整理,研究结果表明:钢轨波磨对于隧道内及地面振动存在显著增大作用;列车通过引起的振动在钢轨-轨道板-隧道壁-地面的传播过程中逐渐降低,并且高频振动的下降速度大于低频振动;短波波磨对于钢轨振动的影响较为剧烈,而长波波磨对地面环境振动影响较大。 展开更多
关键词 振动与波 现场实测 钢轨波磨 通过频率 地面环境振动
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Complexity analysis of blast-induced vibrations in underground mining: A case study 被引量:3
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作者 Cardu Marilena Dompieri Mauricio Seccatore Jacopo 《International Journal of Mining Science and Technology》 SCIE EI 2012年第1期125-131,共7页
Blasting in geological bodies is an industrial process acting in an environment characterized by high uncertainties (natural joints, faults, voids, abrupt structural changes), which are transposed into the process par... Blasting in geological bodies is an industrial process acting in an environment characterized by high uncertainties (natural joints, faults, voids, abrupt structural changes), which are transposed into the process parameters (e.g. energetic transfer to rock mass, hole deviations, misfires, vibrations, fly-rock, etc.). The approach to this problem searching for the "optimum" result can be ineffective. The geological environment is marked out by too many uncertainties, to have an "optimum" suitable to different applications. Researching for "Robustness" in a blast design gives rise to much more efficiency. Robustness is the capability of the system to behave constantly under varying conditions, without leading to unexpected results. Since the geology varies from site to site, setting a robust method can grant better results in varying environments, lowering the costs and increasing benefits and safety. Complexity Analysis (C.A.) is an innovative approach to systems. C.A. allows analyzing the Complexity of the Blast System and the criticality of each variable (drilling, charging and initiation parameters). The lower is the complexity, the more robust is the system, and the lower is the possibility of unexpected results. The paper presents the results obtained thanks to the C.A. approach in an underground gypsum quarry (Italy), exploited by conventional rooms and pillars method by drilling and blasting. The application of C.A. led to a reliable solution to reduce the charge per delay, hence reducing the impact of ground vibration on the surrounding structures. The analysis of the correlation degree between the variables allowed recognizing empirical laws as well. 展开更多
关键词 Drilling and blasting Complexity analysis Vibrations control
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The Research Progress on Assessment and Reduction of Ground-Borne Vibrations Induced by Railway Traffic
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作者 Xiaoyan Lei Qingjie Liu +1 位作者 Qingsong Feng Andrey P. Khomenko 《Journal of Civil Engineering and Architecture》 2010年第5期60-70,共11页
Railway induced vibrations and noises are a growing matter of environmental concern. The rapid development of transportation and increases in vehicle speeds and vehicle weights have resulted in higher vibration and no... Railway induced vibrations and noises are a growing matter of environmental concern. The rapid development of transportation and increases in vehicle speeds and vehicle weights have resulted in higher vibration and noise levels. In the meantime vibrations and noises that seem to have been tolerated in the past, are now more often considered to be a nuisance. Methodology of assessing ground-borne vibrations for railway traffic is presented based on the Federal Railway Administration (FRA) Guidance Manual-High-Speed Ground Transportation Noise and Vibration Impact Assessment. Effectiveness of wave barriers such as open trench, in-filled trench, and piers for reduction of vibrations induced by railways and the procedure for barrier selection are discussed. Finally, an example of vibration assessing of Suvarnabhumi Airport Rail Link is presented to demonstrate the methodology. 展开更多
关键词 Vibration assessing wave barrier RAILWAY ground-borne vibration.
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