Analysis on Retaining Wall Deformation in Binjiang Road of Yunyang County and Reinforcement
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U417.1

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    Abstract:

    Due to the changes of subgrade in the operating environment, the changes of physical and mechanical properties of the fill were caused, displacement and deformation happened in the retaining wall. On the basis of analysis on deformation, joint reinforcement of pre-stressed anchor cable and anti-sliding pile was proposed with good effect. The paper introduced the design of reinforcement scheme and the construction technology of pre-stressed anchor cable for anti-sliding pile.

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History
  • Received:August 16,2011
  • Revised:August 16,2011
  • Adopted:December 14,2011
  • Online: February 27,2012
  • Published:
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