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Author:

Tao, L. (Tao, L..) | Zhang, B. (Zhang, B..) | Wang, W. (Wang, W..) (Scholars:王伟) | Li, J. (Li, J..) (Scholars:李军) | Jiang, F. (Jiang, F..) (Scholars:蒋凡)

Indexed by:

Scopus PKU CSCD

Abstract:

Effect of vibration was tested to treat foundation using vbroflotation method on cam ented layer in Zheng- zhou The vibration attenuation rules and the wave propagation rules in different formations caused by different numbers of drills were analyzed to evaluate the influence on the adjacent buildings The results show that the vibration willbe generated in foundation obviously in the process of construction using vibroflotation method And tie rate of vibration attenuation was higher on ground surface and in the inner formation The waves caused by vibration propagated in two ways ( 1) surface wave was generated on thewall of drill hole and propagated to the ground sur- face and attenuated in a certain distance ( < 8m). ( 2) shear wave was generated and propagated in the cemented formation and attenuated from the deep formation to the ground surface Vibration amplitude is mainly distributed in the low frequency range in the area faraway from the vibration source and in the silt layer near the ground surface.

Keyword:

Vibro flotation method vibration attenuation rule field-test

Author Community:

  • [ 1 ] [Tao, L.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, B.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Wang, W.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Li, J.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Jiang, F.]Beijing Municipal Institute of City Planning and Design, Beijing 100045, China

Reprint Author's Address:

  • [Tao, L.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Earthquake Engineering and Engineering Vibration

ISSN: 1000-1301

Year: 2011

Issue: 4

Volume: 31

Page: 33-39

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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