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Volume 38 Issue 4
Aug.  2019
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DU Hailong, HE Moli, LUO Xiaobin, BIN Bin, ZHAO Tiejun. A new technology of reinforcement by cast-in-place pile foundation in karst areas[J]. CARSOLOGICA SINICA, 2019, 38(4): 600-606. doi: 10.11932/karst20190419
Citation: DU Hailong, HE Moli, LUO Xiaobin, BIN Bin, ZHAO Tiejun. A new technology of reinforcement by cast-in-place pile foundation in karst areas[J]. CARSOLOGICA SINICA, 2019, 38(4): 600-606. doi: 10.11932/karst20190419

A new technology of reinforcement by cast-in-place pile foundation in karst areas

doi: 10.11932/karst20190419
  • Publish Date: 2019-08-25
  • To solve the defect of pile foundation of high buildings on karst foundation, this paper proposes a controllable pressure-tight grouting technology that uses low slump plastic concrete to reinforce the defect pile foundation. This technology uses a special high-pressure pump to form an effective pile diameter to improve pile foundation defects, which presses low slump with a strength of no less than 20 MPa and a slump of no more than 50mm into the strong karst development stratum. By means of in-situ tests and full-scale construction, a complete set of construction technology has been developed, which can be effectively applied to the treatment of bearing layer defects of pile foundation in limestone areas.

     

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