Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (5): 1770-1780.doi: 10.16285/j.rsm.2019.1315

• Numerical Analysis • Previous Articles     Next Articles

Numerical analysis and field experiment on vibration isolation for Duxseal

TIAN Shu-ping1, 2, GAO Meng1, 2, WANG Ying1, 2, CHEN Qing-sheng3   

  1. 1. Shandong Province Key Laboratory of Civil Engineering & Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 2. Institute of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 3. Department of Civil and Environmental Engineering, National University of Singapore, Singapore 119077, Singapore
  • Received:2019-07-28 Revised:2019-09-06 Online:2020-05-11 Published:2020-07-08
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51808324) and the Natural Science Foundation of Shandong Province (ZR201702160391).

Abstract: Thanks to the excellent damping capacity of Duxseal, a newly designed active isolating barrier-Duxseal-WIB is proposed to be used for vibration screening. This barrier is a special type of WIB (wave impeding block) with cylindrical holes and the holes are filled with Duxseal. To investigate the isolation characteristics of Duxseal, numerical studies are firstly performed using a three-dimensional semi-analytical boundary element method (BEM) combined with a thin layer method. Then, the vibration screening effectiveness of the proposed isolating barrier-Duxseal-WIB is verified by field tests. The results show that Duxseal can effectively reduce ground vibrations as an active barrier in the free field, and the effectiveness of vibration isolation at distances far away from the vibration source is relatively better than that near the vibration source. The values of soil parameters have a significant influence on the isolation effectiveness of Duxseal. The isolation effectiveness increases with the increase in diameter, thickness and embedded depth of Duxseal material within a certain range, and the embedded depth is the most critical factor affecting the isolation effectiveness of Duxseal. In addition, the isolation effectiveness at a distance away from the center of the vibration source is higher for Duxseal-WIB than traditional WIB. When we consider a distance of 12 m away from the vibration source as the representative measuring point, the vibration screenings of Duxseal-WIB along the X, Y, and Z directions achieve vibration isolation values of approximately 40%, 39%, and 51%, respectively, under a moving load at a high speed of 250 km/h.

Key words: Duxseal, Duxseal-WIB, active isolation, ground displacement amplitude, amplitude attenuation ratio

CLC Number: 

  • TU 435
[1] GAO Meng, ZHANG Zhi-song, WANG Chong-ge, TIAN Shu-ping, . Field test on vibration isolation performance by WIB-Duxseal under vertical excitation [J]. Rock and Soil Mechanics, 2021, 42(2): 537-546.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 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 .
[2] 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 .
[3] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[4] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
[5] WU Liang, ZHONG Dong-wang, LU Wen-bo. Study of concrete damage under blast loading of air-decking[J]. , 2009, 30(10): 3109 -3114 .
[6] ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical simulation of piping based on coupling seepage and pipe flow[J]. , 2009, 30(10): 3154 -3158 .
[7] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
[8] CUI Hao-dong, ZHU Yue-ming. Back analysis of seepage field of Ertan high arch dam foundation[J]. , 2009, 30(10): 3194 -3199 .
[9] WANG Gang, JIANG Yu-jing, WANG Wei-ming, LI Ting-chun. Development and application of an improved numeric control shear-fluild coupled apparatus for rock joint[J]. , 2009, 30(10): 3200 -3209 .
[10] SUN De-an. Hydro-mechanical behaviours of unsaturated soils and their elastoplastic modelling[J]. , 2009, 30(11): 3217 -3231 .