Effective stress analysis of soil-structure systems in practice through strain space multiple mechanism model: validation through 15 case histories
Author:
Affiliation:
1. FLIP Consortium
2. Oyo Corporation
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/34/10_v10.OS-23-07/_pdf
Reference7 articles.
1. 1) Cubrinovski, M. and Ishihara, K. (1999): Empirical correlation between SPT N-value and relative density for sandy soil, Soils and Foundations .39(5), 61-71.
2. 2) Iai, S., Matsunaga, Y., Kameoka, T. (1992): Strain space plasticity model for cyclic mobility. Soils and Foundations 32(2), 1-15.
3. 3) Iai, S., Tobita, T., Ozutsumi, O., Ueda, K. (2011) : Dilatancy of granular materials in a strain space multiple mechanism model. International Journal for Numerical and Analytical Methods in Geomechanics 35(3), 360-392.
4. 4) Iai, S., Ueda, K., Tobita, T., Ozutsumi, O. (2013) : Finite strain formulation of a strain space multiple mechanism model for granular materials. International Journal for Numerical and Analytical Methods in Geomechanics 37(8), 1189-12122.
5. 5) Ishihara, K., and Yoshimine, M. (1992): Evaluation of settlements in sand deposits following liquefaction during earthquakes. Soils and Foundations 32(1), 173-188.
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