Physical interpretation and quantitative description of cyclic mobility by the subloading surface model
Author:
Affiliation:
1. Department of Social Environmental Engineering, Daiichi Institute of Technology
2. Architectural & Structural Engineering Operation Center, Tokyo Electric Power Services Co, Ltd.
Publisher
The Japanese Geotechnical Society
Subject
Industrial and Manufacturing Engineering
Link
https://www.jstage.jst.go.jp/article/jgs/6/2/6_2_225/_pdf
Reference95 articles.
1. 1) Casagrande, A.: Liquefaction and Cyclic deformation of sands: A critical review, state-of-art paper, Fifth Pan-American Conference on Soil Mech. Found. Eng., Buenos Aires, Argentina, 1975.
2. 2) Seed, H.B. and Lee, K.L.: Liquefaction of saturated sands during cyclic loading, J. Soil Mech. And Found. Div., ASCE, November, 1966.
3. 3) ASCE: The committee on Soil Dynamics of the Geotechnical Engineering Division: Definition of terms related to liquefaction, J. Geotech. Eng. Div., ASCE, 104, GT9, September, 1978.
4. 4) Ghaboussi, J. and Diikmen, S.U.: Liquefaction analysis of horizontally layered sands, J. Geothech. Eng. Division, ASCE, Vol. 104, GT3, pp. 341-356, 1978.
5. 5) Dafalias, Y.F. and Herrmann, L.R.: Bounding surface formulation of soil plasticity, Soil Mech.-Trans. Cyclic Loads, pp. 253-282, 1982.
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