Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (9): 2696-2706.doi: 10.16285/j.rsm.2022.1438

• Geotechnical Engineering • Previous Articles     Next Articles

Vibration evaluation of buildings around high-speed railway line based on equivalent peak particle velocity

JIA Bao-xin1, 2, ZHOU Zhi-yang1, YUAN Wen-ya1, ZHANG Jing1   

  1. 1. School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China; 2. Liaoning Key Laboratory of Mine Subsidence Disaster Prevention and Control, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • Received:2022-09-16 Accepted:2022-12-11 Online:2023-09-11 Published:2023-09-02
  • Supported by:
    This work was supported by the Liaoning Provincial Research Foundation for Basic Research (2022JH2/101300227), the “Rejuvenating Liaoning Talents Plan” Project of Liaoning Province (XLYC2007163) and the Discipline Innovation Team of Liaoning Technical University (LNTU20TD08).

Abstract: The influence of the vibration wave generated during the operation of the high-speed railway train on the building structure along the line can not be ignored, and the vibration evaluation method suitable for the building structure around the high-speed railway line is of great engineering significance. Firstly, a calculation formula of equivalent particle peak vibration velocity (PPV) is developed based on Sadowski formula and the principle of building structure response under harmonic excitation. Then the field soil monitoring test is carried out to analyze the attenuation characteristics of particle peak vibration velocity of vibration signal; and wavelet packet transform is used to analyze the frequency band energy characteristics of vibration signal so as to theoretically derive the equivalent PPV. Finally, the allowable vibration value of the building under the existing traffic vibration is taken as the evaluation standard to estimate the vibration safety of the building structure around the high-speed railway line. The results show that except for the position with significant local magnification, the attenuation formula of the peak particle velocity of the high-speed railway vibration wave in the pier foundation of the viaduct has a good fitting result to the actual peak particle velocity as a whole. Based on the vibration evaluation method of equivalent PPV, it is found that at 45 m distance from vibration source, the 0−10 Hz equivalent PPV value of G924 train is greater than 1 mm/s, which exceeds the vibration tolerance value of vibration sensitive and protective buildings. Compared with the existing vibration evaluation, the equivalent PPV vibration evaluation method has the advantages of high vibration sensitivity, vibration control for specific building structures, and vibration evaluation before the location of the buildings around the high-speed railway line.

Key words: vibration evaluation, peak particle vibration velocity (PPV), monitoring test, frequency band energy, vibration sensitivity

CLC Number: 

  • U211.3
[1] ZHANG Xiao-lei, FENG Shi-jin, LI Yi-cheng, WANG Lei, . Field tests on surface vibration caused by high-speed railway operation in subgrade-viaduct transition section [J]. Rock and Soil Mechanics, 2020, 41(S1): 187-194.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .