Evaluation of seepage and seismic behavior in the earth dam based on effective stress analysis of unsaturated soil
Author:
Affiliation:
1. Obayashi Corporation
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/19/10_v10.OS-8-01/_pdf
Reference9 articles.
1. 1) Akai, K. and Uno, T.: Study on the quasi-one-dimensional non-steady seepage flow through soil, Journal of JSCE, No. 127, pp. 14-22, 1966 (in Japanese).
2. 2) Hashiguchi, K. and Chen, Z.-P.: Elastoplastic constitutive equation of soils with the subloading surface and the rotational hardening, Int. J. for Numerical and Analytical Methods in Geomechanics, Vol. 22, pp. 197-227, 1998.
3. 3) Ito, K., Sasaki, T. Higuchi, S.: Effective stress analysis simulating centrifuge model test of reinforced concrete pile foundation in liquefiable ground, Journal of JSCE A1 (Structure and Earthquake Engineering), Vol. 75, No. 4 (Vol. 38 of Earthquake Engineering), pp. I_101-I_108, 2019 (in Japanese).
4. 4) Ito, K., Sasaki, T. and Higuchi, S.: Effective stress analysis method for unsaturated to saturated porous media and its application to underground structure in liquefiable ground, Journal of JSCE A1 (Structure and Earthquake Engineering), Vol. 78, No. 4 (Vol. 41 of Earthquake Engineering), pp. I_1-I_9, 2022 (in Japanese).
5. 5) National Institute for Land and Infrastructure Management: Guideline for Structural Investigation of River Levees (Revised Edition), 2012.2
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