Mechanical behavior of pile foundations subjected to cyclic lateral loading up to the ultimate state

Soils and Foundations

Volumn 40, Issue 5, 2000, Pages 1-17

  Zhang, Feng ^a   Kimura, Makoto ^a   Nakai, Teruo ^b   Hoshikawa, Takuya ^c  

^a GIFU UNIVERSITY   (Japan)

^b KYOTO UNIVERSITY   (Japan)

^c NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Elasto plasticity; Finite element method; Foundation; Lateral loading; Pile (IGC: E4)

Indexed keywords

EID: 24044521654     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.5_1     Document Type: Article

References (15)

1. Adachi, T., Kimura, M. and Zhang, F. (1994): "Analyses on ultimate behavior of lateral loading cast-in-place concrete piles by three-dimensional elasto-plastic FEM," Proc. of 8th Int. Conf. Computer Method and Advance in Geomechanics, Morgantown, Vol. 3, pp. 2279-2284.
2. Brown, D. A., Reese, L. C. and O'Neill, M. W. (1987): "Behavior of a large scale pile group subjected to cyclic lateral loading," J. Geotech. Engrg., ASCE, 113(11), pp. 1326-1343.
3. Design Codes of Foundations and Earth-Retaining Structures of Japan Railway (1997): Japan Ministry of Transportation, ISBN 4-621-04315-3 C 3051, Maruzen Print Co., Ltd. (in Japanese).
4. Hoshikawa, T. (1997): "Constitutive models for sand and clay in generalized stress condition and their applications," Doctoral Thesis of Nagoya Institute of Technology.
5. Kimura, M., Yashima, A. and Shibata, T. (1991): "Three-dimensional finite element analysis of laterally loaded piles," Proc. of 7th Int. Conf. Computer Method and Advance in Geomechanics, Cairns, pp. 145-150.
6. Kimura, M., Kosa, K. and Morita, Y. (1993): "Full-scale failure tests on lateral loading cast-in-place concrete piles," 2nd Int. Geotech. Seminar on Deep Foundations on Bored and Auger Piles, Ghent, pp. 5.15.1-5.1.10.
7. Kimura, M., Nakabayashi, S. and Ito, K. (1994): "Field tests and analyses on ultimate behavior of lateral loading bored piles," 5th Int. Conf. and Exhibition on Piling and Deep Foundations, Bruges, pp. 143-146.
8. Kimura, M. and Zhang, F. (1997): "Seismic evaluation of pile foundation," Proc. 6th Int. Symp. Numerical Models in Geomechanics," Montreal, pp. 545-548.
9. Kimura, M. and Zhang, F. (1999): "Seismic evaluation of pile foundation by static and dynamic 3-D finite element analyses," Proc. of the 11th Asian Regional Conf. of Int. Society for Soil Mechanics and Geotech. Engrg., Vol. 1, pp. 507-510.
10. Nakai, T., Matsuoka, H., Okuno, N. and Tsuzuki, K. (1986): "True triaxial tests on normally consolidated clay and analysis of the observed shear behavior using elastoplastic constitutive model," Soils and Foundations, Vol. 26, No. 4, pp. 67-78.
11. Nakai, T. and Matsuoka, H. (1986): "A generalized elastoplastic constitute model for clay in three-dimensional stresses," Soils and Foundations, Vol. 26, No. 3, pp. 81-98.
12. Nakai, T. (1989): "An isotropic hardening elastoplastic model for sand considering the stress path dependency in three-dimensional stresses," Soils and Foundations, Vol. 29, No. 1, pp. 119-137.
13. Standard Method for Lateral Loading Test for a Pile (1983): ISBN 4-88644-027-4, JSSMFE (in Japanese).
14. Wakai, A. and Ugai, K. (1998): "Investigation of the three-dimensional constitutive equations for sand used in analyses on lateral behavior of single pile," J. of Oeotech. Engrg. (JSCE III), No. 589, pp. 369-374 (in Japanese).
15. Wakai, A. Gose, S. and Ugai, K. (1999): "3-D elasto-plastic finite element analyses of pile foundations subjected to lateral loading," Soils and Foundations, Vol. 39, No. 1, pp. 97-111.