Sensitivity analysis on long-term subsidence of soft clay due to The Niigataken Chuetsu-oki Earthquake in 2007
Author:
Affiliation:
1. Hokkaido University
2. Nagaoka University of Technology
3. Kanazawa Institute of Technology
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/44/10_v10.OS-33-01/_pdf
Reference15 articles.
1. 1) Asaoka, A., Noda, T., Yamada, E., Kaneda, K., 2002. An elasto-plastic description of two distinct volume change mechanics of soils. Soils and Foundations, 42 (5), 47-57.
2. 2) Duncan, J., M., 2000. Factors of safety and reliability in geotechnical engineering. Journal of Geotechnical & Geoenvironmental Engineering, 126(4), 307-316.
3. 3) Hashiguchi, K., Ueno, M., 1977. Elastoplastic constitutive laws of granular material, Constitutive Equations of Soils. Proc. 9th ICSMFE., Spec. Ses. 9 (eds. by Murayama, S. and Schofield, A. N.), Tokyo, JSSMFE, pp. 73-82.
4. 4) Isobe, K., Ohtsuka, S., Nunokawa, H., 2014a. Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki Earthquake of 2007. Soils and Foundations, 54 (4), 675-686.
5. 5) Isobe, Y., Shahin, H. Md., Nakai, T., 2014b. Effectiveness of reinforcement in embankment ground subjected to repeated shear deformation. J. GEOMATE, 7 (14), 1111–1116.
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