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Study on optimization of grouting technology of new unbonded prestressed anchor cable
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(Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071)

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TU457;U416.1

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    Abstract:

    According to the structural characteristics of rock mass and cable structure of Ma Ya high slope of Shuibuya Project, the study and optimization of unbonded prestressed cable grouting technology has realized the real full-length one-time grouting, which has good promotion value for ensuring the construction quality of cable, improving the anti-corrosion performance and durability of cable, and carrying out cable construction in the strong karst crevass limestone stratum.

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引用本文

Xiaogang Guo, Nianfeng Xu, Shaorong Cheng Study on optimization of grouting technology of new unbonded prestressed anchor cable. Prestress Technology 2004,8(05):24-27. 10.59238/j. pt.2004.05.008

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  • Received:
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  • Online: August 09,2023
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