Open AccessStudy on Influence of Shield Side-piercing Construction on Pile Foundation of Nearby High-speed Railway Bridge
Author(s) -
Lin Yang,
Yuan Qi,
Jie Hong,
Wei Wang
Publication year - 2020
Publication title -
journal of physics. conference series
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.21
H-Index - 85
eISSN - 1742-6596
pISSN - 1742-6588
DOI - 10.1088/1742-6596/1676/1/012133
Subject(s) - pile , pier , bending moment , foundation (evidence) , geotechnical engineering , deformation (meteorology) , shield , settlement (finance) , structural engineering , engineering , displacement (psychology) , bridge (graph theory) , geology , law , petrology , medicine , psychology , oceanography , world wide web , political science , computer science , payment , psychotherapist
Taking the pile foundation of Suzhou Metro Line 3 passing through viaduct as the engineering background, the driving process of shield tunnel is simulated by finite element software. Through the analysis of surface settlement, bridge pier deformation and bridge pile foundation deformation in shield construction, the following conclusions are drawn: The foundation reinforcement “scheme of root pile + sleeve valve pipe grouting” has an obvious effect on reducing the ground settlement, the deformation of bridge piers and the deformation of pile foundation structure. The deformation and stress of the pile foundation of the bridge and the horizontal displacement of the pier above it are related to its distance from the tunnel, and the nearer it is, the greater its influence is. Whether the foundation is strengthened or not has little influence on the change law of axial force of bridge pile foundation, and the maximum axial force appears at the inflection point of horizontal displacement. Due to the excavation of shield tunnel, the bending moment of pile foundation changes in three sections along the depth direction, and the change of bending moment in the middle section is opposite to that on both sides.