Simple design method for detached house on liquefied ground

Author:

Yokawa Hiroshi1,Yashima Atsushi2,Sugii Toshio1,Yamada Kimio1,Asano Norio1,Yoshihara Takayasu2

Affiliation:

1. Department of Civil Engineering, Chubu University

2. Department of Civil Engineering, Gifu University

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference4 articles.

1. 1) Tokimatsu, K. et al.: Liquefaction -induced Damage to buildings in Urayasu City During The 2011 Tohoku Pacific Earthquake, Proc. of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, pp.665-674, 2012.

2. 2) 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, pp. 661-680, 1999.10.

3. 3) Nakai, K., Noda, T., Nakano, M. Asaoka, A. and Kawai, T.: Structure upgradation concept applied to cyclic mobility of sand and high ductility of natural clay, Proceedings of 17th International Conference on Soil Mechanics and Geotechnical Engineering, Alexandria (Egypt), pp.175-178, 2009.

4. 4) Kim, C. et al.: Damage of Foundation for Detached Houses in Liquefied Areas by the Tohoku Region Pacific Coast Earthquake, Japanese Geotechnical Journal, Vol. 7 , No. 1, pp.195-205, 2012(in Japanese).

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