AN ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL FOR FROZEN SAND

Author:

ADACHI Toshihisa1,OKA Fusao1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference16 articles.

1. 1) Ladanyi, B.: Mechanical behaviour of frozen soils, Mechanics of Structured Media, Part B, ed. by A. P. S. Selvadurai, pp. 203-245, 1981.

2. 2) Vialov, S. S.: Rheological properties and bearing capacity of frozen soils, USA Cold Regions Research and Engineering Laboratory, Translation 74, 1959.

3. 3) Sayles, F. H.: Triaxial constant strain rate tests and triaxial creep tests on frozen Ottawa sand, Proc. 2nd Int. Permafrost Conf., Yakutsk, USSR, pp. 384-391, 1973.

4. 4) Andersland, O. B. and Al-Nouri, I.: Time dependent strength behavior of frozen soils, J. Soil Mech. and Foundation Div,. ASCE, 96SM (4), pp. 1249-1265, 1970.

5. 5) Fish, A. M.: Kinetic nature of the long-term strength of frozen soils, Proc. 2nd Int. Symp. on Ground freezing, Trondheim, Norway, pp. 95-108, 1980.

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