Study of Vibration Energy of the Pile Driven in Two Layers Foundation Base, Pile Bearing Side Friction q1#q2 Pile Bottom Encounters Constant Resistance

Article Preview

Abstract:

Basing on the theory shock longitudinal of solid body into elastic bar, authors define speed of the piles weighting canter in shocking time, they also define kinetic energy of weighting canter and define vibration energy of the pile driven in two layers foundation base, pile bearing side friction q1#q2 pile bottom encounters constant resistance.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

204-208

Citation:

Online since:

September 2013

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] N. T. An, The theory of bar collision and Applying the wave theory into the pile problem. Water resource university, Hanoi (1991).

Google Scholar

[2] N. D. Cuong, "Study the stress status of pile and choosing hammer head in accordance with collision theory, Ph. D Thesis in Technology, Hanoi (2000).

Google Scholar

[3] N. D. Cuong, T. C. Cong, N. N. Huyen, Determining Oscillating energy of piles, Collection of Scientific Works in National Conference of Mechanics, Hanoi (2002).

Google Scholar

[4] N. D. Cuong, T. C. Cong, H. S. Son, Determining the oscillating energy of piles driven in consistent foundation, pile bottom encountered the constant resistance force, Collection of Reports of National Mechanical Conference, 25th Anniversary of Mechanical Institute Establishment, Hanoi (2004).

Google Scholar

[5] H.M. Gerxevanopva, Guidance in the construction of pile foundation, Construction Publisher, Hanoi (1993).

Google Scholar

[6] George G. Goble, Application of stress ware measurement of piles using dynamic testing, (1992).

Google Scholar

[7] Kolsky. H, Stress wave in solids, Oxford, (1953).

Google Scholar

[8] Smith E. A, Pile driving analysis by the wave equation, Journal the soil mechanics and foundations division, V86, SM. 4, Pt. 1, (1960).

Google Scholar