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Interpretation of results received from the test on driven pipe piles containing soil plugging

https://doi.org/10.37538/2224-9494-2020-3(26)-64-73

Abstract

The paper describes the results of dynamic pile tests performed accounting to wave impact theory and analyzed utilizing specific devices and program codes as PDI and CAPWAP. It is noted, that the program codes do not take into account an occurrence of soil plugging during pile driving process. The results of pile tests utilizing wave impact theory, strain gauges and accelerometers are processed and compared to the theoretical solution of the wave equation, which describes pile driving process allowing for soil plugging.

About the Authors

I. .. Popsuenko
NIIOSP named after N. M. Gersevanov JSC Research Center of Construction
Russian Federation


S. .. Pyatkovskiy
NIIOSP named after N. M. Gersevanov JSC Research Center of Construction
Russian Federation


A. .. Bessmertniy
NIIOSP named after N. M. Gersevanov JSC Research Center of Construction
Russian Federation


References

1. Janssen Ha. Versuch über Getreidedruck in Silozellen, Zeitschrift des vereins Deutscher Ingenieure, 1895, Vol. 39, No. 35

2. Lowery L.L., Hirsch T.J., Edwards T.C., Coyle N.M., Samson C.H. Pile driving analysis, state of the art. The Texas Highway Department U. S. department of Transportation, Federal Highway Administration, Bureau of Public Roads, 1969. 79 р.

3. Michael C. mcVay Ching L. Kuo. Estimate damping and quake by using traditional soil testing. State Project No: 99700-3594-010 UF Project № 49 104504-616-12 WPI № 05 10838 Contract № BB-508 College of Engineering Department of Civil Engineering University of Florida Submitted to Florida Department of Transportation November, 1999.

4. Smith E. A. L. Pile Driving Analysis by the Wave Equation. Proc. ASCE, Aug. 1960.


Review

For citations:


Popsuenko I..., Pyatkovskiy S..., Bessmertniy A... Interpretation of results received from the test on driven pipe piles containing soil plugging. Bulletin of Science and Research Center of Construction. 2020;26(3):64-73. (In Russ.) https://doi.org/10.37538/2224-9494-2020-3(26)-64-73

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ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)