Journal
COMPUTERS AND GEOTECHNICS
Volume 110, Issue -, Pages 44-56Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.compgeo.2019.02.011
Keywords
Pile integrity; Fictitious soil pile; Parallel seismic method; Surrounding soil; Analytical solution; Three-dimensional effect
Categories
Funding
- China Scholarship Council [201806320089]
- National Natural Science Foundation of China [51378464, 51579217, 51779217]
Ask authors/readers for more resources
The parallel seismic (PS) method is a nondestructive test technique for evaluating pile integrity, which has a wide range of applications for detection of reinforced concrete pile length and defects. In recent years, this method has been increasingly applied in practice; however, its theoretical model still requires further refinement. In this paper, a pile-fictitious soil pile coupled model considering three-dimensional effect of surrounding soil is established, and the analytical solution for the dynamic reaction of soil around and beneath the pile is solved. The developed solution is then employed to investigate the effects of pile-soil properties and technical aspects of PS method on the dynamic response of surrounding soil. The results are used to derive some conclusions in order to provide practical guidance for application of PS test in engineering practice.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available