›› 2018, Vol. 39 ›› Issue (9): 3377-3384.doi: 10.16285/j.rsm.2016.2820

• Geotechnical Engineering • Previous Articles     Next Articles

Analysis of propagation and attenuation of vibration induced by shield tunneling in Lanzhou sandy gravel layer

GUO Fei1, 2, TAO Lian-jin1, KONG Heng2, MA Hong-hong1, ZHANG Li-li2, ZHANG Xin-quan2   

  1. 1. The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China; 2. Beijing Municipal Construction Co., Ltd., Beijing 100048, China
  • Received:2016-12-04 Online:2018-09-11 Published:2018-10-08
  • Supported by:

    This work was supported by the National Natural Science Foundation of China(41572276).

Abstract: Ground vibration induced by shield construction has become a major environmental vibration problem in urban areas. Based on a sandy pebble formation of a shield construction in Lanzhou, by synchronizing the test tunnel and three-direction vibration acceleration on the surface of the earth, this paper studies the shield construction-induced vibration in the time domain, and frequency domain propagation law within the surface of the 50 m×50 m area. The findings of this study are as follows: 1) the spread of the surface free field acceleration with the distance firstly increases and then sharply attenuates. In X direction, the amplification phenomenon repeatedly appears; 2) the transverse maximum peak of 0.33 m/s2 is harmful to sensitive ancient buildings; 3) within the scope of 50 meters, the surface frequency mainly ranges from 4 to 80 Hz, the vibration spectrum magnitude does not monotonously decrease with the increase of the vibration source distance, but has rebounding phenomenon, which is associated with excellent frequency field soil; 4) the influence of three directions of vibration should be considered in the evaluation of shield induced environmental vibration.

Key words: shield construction, environmental vibration, field-test, attenuation law

CLC Number: 

  • U 455

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