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Lateral Performance of Drilled Shafts due to Combined Lateral and Axial Loading

Published online by Cambridge University Press:  08 August 2013

C. J. Chien ,
S. S. Lin ,
C. C. Yang  and
J. C. Liao
C. J. Chien
Affiliation:
Institute of Material Engineering, National Taiwan Ocean UniversityKeelung, Taiwan 20224, R.O.C.
S. S. Lin*
Affiliation:
Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung, Taiwan 20224, R.O.C.
C. C. Yang
Affiliation:
Institute of Material Engineering, National Taiwan Ocean UniversityKeelung, Taiwan 20224, R.O.C.
J. C. Liao
Affiliation:
Taiwan Construction Research Institute, New Taipei City, Taiwan 23146, R.O.C.
*
*sslin@mail.ntou.edu.tw
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Abstract

This paper reports the results of a series of full-scale drilled shaft load tests subjected to combined axial and lateral loading and lateral loading only. The tested shafts, 1.4m in diameter, were embedded 37m in sandy silt. All tested shafts were installed using reverse circulation method. The test results indicated, given the same lateral loading, 63% of pile head displacement resulted from combined load corresponded with the case of lateral loading only. The test results were compared to the numerical results of the software LPILE as well as the analytical solutions proposed by the senior author and his co-workers. The analytical results of the pile bending moments along shaft showed better results than that of LPILE.

Keywords

Drilled shaftPile combined load testingSandy siltNumerical analysisCesaro Sum technique

Information

Type
Research Article
Information
Journal of Mechanics , Volume 29 , Issue 4 , December 2013 , pp. 685 - 693
Copyright
Copyright © The Society of Theoretical and Applied Mechanics, R.O.C. 2013 

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References

REFERENCES

1.Abdel-Rahman, K. and Achmus, M., “Numerical Modeling of the Combined Axial and Lateral Loading of Vertical Piles,” in Numerical Methods in Geotechnical Engineering, edited by Schwwiger, , Taylor & Francis Group, London, UK, pp. 575–581 (2006).Google Scholar
2.Achmus, M. and Thieken, K., “Behavior of Piles Under Combined Lateral and Axial Loading,” Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG) II, Perth, Western Australia, pp. 465–470 (2010).Google Scholar
3.Anagnostopous, C. and Georgiadis, M., “Interaction of Axial and Lateral Pile Responses,” Journal of Geotechnical Engineering, ASCE, 119, pp. 793–798 (1993).Google Scholar
4.EL-Geneidy, A. M., “Combined Load Testing of Piles,” Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, pp. 1120–1123 (2009).Google Scholar
5.Karthigeyan, S., Ramakrishna, V. V. G. S. T. and Rajagopal, K., “Influence of Vertical Load on the Lateral Response of Piles In Sand,” Computers and Geotechnics, 33, pp. 121–131 (2006).Google Scholar
6.Ying, W., Yao, W. and Cheng, Z., “Numerical Investigation on Interaction of Axial and Lateral Response for Super-Long Pile,” Hydro-Science and Engineering, 2, pp. 15–20 (2009). (in Chinese)Google Scholar
7.Zhao, M. H., “The Calculation of Piles Under Simultaneous Axial and Lateral Loading,” Journal of Hu'nan University, 14, pp. 66–81 (1987).Google Scholar
8.Davisson, M. T. and Robinson, K. E., “Bending and Buckling of Partially Embedded Piles,” Sixth International Conference on Soil Mechanics and Foundation Engineering, Montreal, pp. 243–246 (1965).Google Scholar
9.Goryunov, B. F., “Discussion on Analysis of Piles Subjected to the Combined Action of Vertical and Horizontal Loads,” Journal of Soil Mechanics and Foundation Engineering, ASCE, 10, pp. 10. (1975).Google Scholar
10.Jain, N. K., Ranjan, G. and Ramasamy, G., “Effect of Vertical Load on Flexural Behavior of Piles,” Geotechnical Engineering, 18, pp. 185–204 (1987).Google Scholar
11.Bartolomey, A. A., “Experimental Analysis of Pile Groups Under Lateral Loads,” Proceedings of the Special Session 10 of the Ninth International Conference on Soil Mechanics and Foundation Engineering, Tokyo, pp. 187–188 (1977).Google Scholar
12.McNulty, J. F., “Thrust Loading on Piles,” Journal of Soil Mechanics and Foundation Division, ASCE 82, pp. 1–25 (1956).CrossRefGoogle Scholar
13.Lin, S. S., Lai, C. H., Chen, C. H. and Ueng, T. S., “Derivation of Cyclic P-Y Curves from Instrumented Dynamic Lateral Load Tests,” Journal of Mechanics, 26, pp. 123–133 (2010).CrossRefGoogle Scholar
14.Lin, S. S. and Liao, J. C., “Lateral Response Evaluation of Single Piles Using Inclinometer Data,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132, pp. 1566–1573 (2006).CrossRefGoogle Scholar
15.Lin, S. S., Liao, J. C., Chen, J. T. and Chen, L., “Lateral Performance of Piles Evaluated via Inclinometer Data,” Computers and Geotechnics, 32, pp. 411–421 (2005).CrossRefGoogle Scholar
16.Zheng, G. and Li, W., “Effect of Loading Level and Sequence of Vertical and Lateral Load on Bearing Capacity of Single Pile,” Chinese Journal of Ge-otechnical Engineering, 30, pp. 1796–1804 (2008).Google Scholar
17.Hardy, G. H., Divergent Series, McGraw Hill, USA (1949).Google Scholar
18.Isenhower, W. M. and Wang, S. T., Documentation of Computer Program LPILE Plus 6.0, Ensoft Inc., Austin, Texas, USA (2010).Google Scholar