Estimation of belled pile uplift resistance in dense sand based on centrifugal experiments

Author:

Kiriyama Takatoshi1,Zhou Youhao1,Asaka Yoshiharu1

Affiliation:

1. Shimizu Corporation

Publisher

The Japanese Geotechnical Society

Reference15 articles.

1. Adrian, R.J., 1991. Particle-imaging techniques for experimental fluid mechanics, Annual Review of Fluid Mechanics, Vol. 23, 261-304.

2. Balla, A., 1961. The resistance to breaking out of mushroom foundations for pylons. Proceedings of 5th International conference on soil mechanics and foundation engineering, Paris, Vol.1, 569-576.

3. Clemence, S.P., and Veesaert, C.J., 1977. Dynamic pullout resistance of anchors in sand. Proceedings of international symposium on soil structure interaction, Roorkee, India, 389-397.

4. Dickin, E.A., and Leung, C.F., 1990. Performance of piles with enlarged bases subject to uplift forces. Canadian Geotechnical Journal, 27(5), 546-556.

5. Dickin, E.A., and Leung, C.F., 1992. Influence of foundation geometry on the uplift behavior of piles with enlarged bases. Canadian Geotechnical Journal, 29(3), 498-505.

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