Evaluation Model for Bearing Capacity of Grouting Sleeves Based on Conventional Material Parameters

The existing bearing capacity model for grouting sleeves is synthesized in this study. Utilizing the principles of thick-walled cylinders in elastic mechanics, a comprehensive ultimate bearing capacity model for grouting sleeves is developed using conventional material parameters. To validate the ef...

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Bibliographic Details
Published in:Buildings (Basel) 2024-07, Vol.14 (7), p.2013
Main Authors: Zhu, Hongguang, Zhao, Zhijian, Shen, Zhengyan, Pang, Seng
Format: Article
Language:English
Subjects:
Analysis
bearing capacity model
Chemical bonds
Clothing and dress
Concrete
destruction mode
Failure analysis
Friction
Grouting
grouting sleeve
Load
material parameters
Parameters
Shear strength
Sleeve bearings
Sleeves
Steel pipes
Yield stress
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Summary:The existing bearing capacity model for grouting sleeves is synthesized in this study. Utilizing the principles of thick-walled cylinders in elastic mechanics, a comprehensive ultimate bearing capacity model for grouting sleeves is developed using conventional material parameters. To validate the efficacy of the model, 18 steel bar grouting sleeves of varying anchor lengths, steel bar diameters, and designs were tested. The outcomes indicate minimal errors in the computational results and demonstrate superior applicability when juxtaposed with established grouting sleeve bearing capacity formulas.
ISSN:2075-5309
2075-5309
DOI:10.3390/buildings14072013