1. The Mechanical Behavior of Predrilled-Hole Concrete Micro-Pile in Integral Abutment Jointless Bridges (IAJBs)
- Author
-
Shan Yulin, Zhou Zhiming, Liu Zhengfeng, He Lingfeng, and Huang Fuyun
- Subjects
General Relativity and Quantum Cosmology ,Materials science ,Astrophysics::High Energy Astrophysical Phenomena ,Bending moment ,medicine ,Stiffness ,Displacement (orthopedic surgery) ,Integral abutment ,Bearing capacity ,Composite material ,medicine.symptom ,Pile - Abstract
In order to investigate the effects of different predrilled-hole parameters on the mechanical behavior of micro-piles, Pseudo-static tests on five predrilled-hole micro-piles were carried out under unidirectional cyclic displacement load. The displacement-load curves and distribution of bending moment and displacement are analyzed. The test results indicated that the smaller the stiffness of predrilled-hole filler is, the better the deformability of specimen is. The stiffness of predrilled-hole filler has significant influence on the displacement and bending moment of pile body. Compared with the shallow predrilled-hole specimen, the deep predrilled-hole specimen has lower bearing capacity, but its deformability and bending moment are larger. The larger the diameter of predrilled-hole is, the larger the bending moment of specimen is. The larger diameter of predrilled-hole has significant effect on displacement of specimen. The deformability of predrilled-hole specimen is improved when the depth and diameter of predrilled-hole exceed 3 times of pile diameter.
- Published
- 2020