Optimal Design of Part-bonding Pre-stress Uplift Pile
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    Abstract:

    The paper introduces a new uplift pile, part-bonding pre-stress uplift pile. It effectively improves the pile shaft structure; can make full use of the bearing capacity, remodel the mechanical characteristic of the stretched concrete and overcome the cracks of the normal uplift pile. Optimal design was made on the uplift pile by combining the research on underground structure buoyancy with the on-site test on part-bonding pre-stress.

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History
  • Received:March 01,2010
  • Revised:March 01,2010
  • Adopted:June 08,2010
  • Online: July 22,2010
  • Published: July 25,2010
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