Physical interpretation and quantitative description of cyclic mobility by the subloading surface model

Author:

HASHIGUCHI Koichi1,MASE Tatsuya2

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

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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