3-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF A DAMAGED GROUP-PILE FOUNDATION ADJACENT TO A QUAY WALL-Reference-Cited by-同舟云学术

3-DIMENSIONAL EFFECTIVE STRESS ANALYSIS OF A DAMAGED GROUP-PILE FOUNDATION ADJACENT TO A QUAY WALL

Published:2002 Issue:2 Volume:2 Page:1-14
ISSN:1884-6246
Container-title:Journal of JAEE
language:en
Short-container-title:Journal of JAEE

Author:

UZUOKA Ryosuke¹,SENTO Noriaki¹,YASHIMA Atsushi²,ZHANG Feng²

Affiliation:

1. Graduate School of Engineering, Tohoku University

2. Department of Civil Engineering, Gifu University

Publisher

Japan Association for Earthquake Engineering

Link

https://www.jstage.jst.go.jp/article/jaee2001/2/2/2_2_1/_pdf

Reference5 articles.

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2. 9) Oka, F., Yashima, A., Tateishi, A., Taguchi, Y. and Yamashita, S.: A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus, Geotechnique, Vol.49, No.5, 1999, pp.661-680.

3. 10) Oka, F.: A cyclic elasto-viscoplastic constitutive model for clay based on the non-linear hardening rule, Proc. of the 4th Int. Symp. on Numerical Models in Geomechanics, 1992, pp.105-114.

4. 11) Oka, F., Yashima, A., Shibata, T., Kato, M. and Uzuoka, R.: FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model, Applied Scientific Research, Vol.52, 1994, pp.209-245.

5. 14) Zhang, F., Kimura, M., Nakai, T. and Hoshikawa, T.: Mechanical behavior of pile foundations subjected to cyclic lateral loading up to the ultimate state, Soils and Foundations, Vol.40, No.5, 2000, pp.1-17.

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