INFLUENCE OF FREEZING AND THAWING ON SUCTION OF UNSATURATED COHESIVE SOILS

Author:

NISHIMURA Tomoyoshi1,OGAWA Shoji1,WADA Tadashi

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference27 articles.

1. 1) 土質工学会編: 土の凍結 ―その制御と応用―, 土質基礎工学ライブラリー 23, 1982.

2. 2) Beskow, G.: Soil freezing and frost heaving with special application to roads and railroads, Swedish Geotechnical Society Series C, No. 375, pp. 145, 1935.

3. 3) Everett, D. H. and Haynes, J. M.: Capillary properties of some model pore systems with reference to frost damage, RILEM Bulletin, New Series, No. 27, pp. 31-38, 1965.

4. 4) Penner, E.: Particle size as a basis for predicting frost action in soils, Soils and Foundations, Vol. 8, pp. 21-29, 1968.

5. 5) Corte, A. E.: Vertical migration of particles in frost of a moving freezing plane, Journal of Geophysical, Vol. 67, No. 3, pp. 1085-1090, 1962.

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