Construction of Cast-in-place Pile Inserted in the Bedrock for Railway Bridge Foundation Reinforcement
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U443.154

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    Abstract:

    In the reinforcement for a bridge pier foundation, rotary drilling method and its construction order were taken according to the technical specification of mechanical vibration and the amount of open hole. And according to the engineering geology conditions, the key technology, wall-building by pressure grouting with two phase liquid, hole completion by drilling with cone-base roller bit and high quality, high viscosity slurry, were adopted to get good result.

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History
  • Received:January 10,2007
  • Revised:January 10,2007
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