Geohazard at volcanic soil slope in cold regions and its influencing factors

Author:

Ishikawa Tatsuya1,Tokoro Tetsuya2,Seiichi Miura1

Affiliation:

1. Hokkaido University

2. Tomakomai National College of Technology

Publisher

The Japanese Geotechnical Society

Subject

General Computer Science

Reference39 articles.

1. 1) Aoyama, K., Ogawa, S., Kawasumi, O., Tamura, T. and Fukuda, M. (1977): Properties of soils subjected to freeze-thaw action, Soil Mechanics and Foundation Engineering, 25(7), 41-46 (in Japanese).

2. 2) Aoyama, K., Ogawa, S. and Fukuda, M. (1979): Mechanical properties of soils subjected to freeze-thaw action, Proc. of the 34th Annual Conference of the Japan Society of Civil Engineers, 3, 719-720 (in Japanese).

3. 3) Bishop, A.W. (1959): The principle of effective stress, Teknisk Ukeblad, 39, 859-863.

4. 4) Eigenbrod, K.D. (1996): Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils, Canadian Geotechnical Journal, 33, 529-537.

5. 5) Fredlund, D.G., Morgenstern, N.R., and Widger, R.A. (1978): The shear strength of unsaturated soils, Canadian Geotechnical Journal, 15, 313-321.

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