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Bearing capacities and failure behaviors of bolt fasten wedge (BFW) active joints used in prestressed internal supports.

Authors :
Zhang, Mingju
Ge, Chenhe
Li, Pengfei
Wan, Weizi
Yang, Meng
Source :
Tunneling & Underground Space Technology. Jan2024, Vol. 143, pN.PAG-N.PAG. 1p.
Publication Year :
2024

Abstract

[Display omitted] • A type of bolt fasten wedge (BFW) active joint is developed. • Loading tests are conducted on four full-scale specimens. • Load-displacement curves, load–strain curves, moment-rotation curves and failure modes of BFW joints are obtained. • The field test is carried out and compared with the commonly used steel wedge active joint. In this paper, the bearing capacities and failure behaviors of bolt-fastened wedge active joints used in prestressed internal supports are studied. A thorough exploration of the design of the bolt-fastened wedge active joint is elaborated, and an overview, working mechanism, stiffness analysis, parameters, and strength checking are provided. Then, loading tests are conducted on four full-scale specimens. One test is an axial compression test, while the other three tests are performed to analyze the long-axis (Y-axis) eccentricity, short-axis (X-axis) eccentricity, and biaxial (XY-axis) eccentricity. The load–displacement curve, load–strain curve, bending moment-rotation curve, and failure mode of each specimen are obtained. The experimental results show that the samples have good compressive properties and bending resistance. The impact of the X-axis and Y-axis eccentricities on the compressive ultimate bearing capacity is investigated, revealing a significant reduction in the former, while the latter has a minimal effect. Under bidirectional eccentricity, the weakening of the axial bending performance is most apparent. Bidirectional eccentric loads lead to a reduction in the yield load and initial compression stiffness to approximately 90% of those observed under unidirectional eccentricity. Finally, a field test is carried out to compare the constructability and load-holding performances of bolt-fastened wedge active joints with those of commonly used steel wedge active joints. It is demonstrated that the bolt-fastened wedge active joint effectively maintains prestress through bolt fastening, substantially enhancing the safety of foundation pit excavation construction. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
08867798
Volume :
143
Database :
Academic Search Index
Journal :
Tunneling & Underground Space Technology
Publication Type :
Academic Journal
Accession number :
173855912
Full Text :
https://doi.org/10.1016/j.tust.2023.105438