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Study on Characteristics of Displacement and Stress of Piers under Adjacent load

  • Song, Bo (University of Science and Technology Beijing) ;
  • Zhang, Jingxing (University of Science and Technology Beijing) ;
  • Zhang, Zunke (University of Science and Technology Beijing) ;
  • Wang, Yanxuc (Road Administration of Beijing Municipal Commission of Transport) ;
  • Kim, Taehwan (Department of Security Service, University of Yongin)
  • Received : 2016.02.28
  • Accepted : 2016.03.30
  • Published : 2016.03.31

Abstract

Nowdays, adjacent loading bringing enormous harm to the existing bridge in engineering construction. In this paper, the influencing mechanism of adjacent loading to pier and Law of displacement of pier is researched through living examples, and the safe influence area has been defined. Research shows that: the main damages to piers is caused by the side loading; lateral displacement index of pier top surface is more conservative than the pier additional stress index; it is secure when the distance of adjacent load is 0.5 times of the height of accumulation or 6m, otherwise it would be very scary, and the monitoring measure is necessary.

Keywords

References

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