AN ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL WITH STRAIN-SOFTENING FOR SOFT SEDIMENTARY ROCKS

Author:

ADACHI TOSHIHISA1,OKA FUSAO2,KOIKE MASASHI3

Affiliation:

1. Kyoto Univ., Principal Director, Geo-Institute

2. Dept. of Civil and Earth Resources Engineering, Kyoto Univ.

3. Taisei Construction Co.

Publisher

The Japanese Geotechnical Society

Reference23 articles.

1. 1) Adachi, T. and Oka, F. (1992) : An elasto-viscoplastic constitutive model for frozen sand, Proc. Jpn. Soc. of Civil Engineers, 453 (111-20), 75-81 (in Japanese).

2. 2) Adachi, T. and Oka, F. (1995) : An elasto-plastic constitutive model for soft rock with strain softening, Int. J. Numerical and Analytical Methods in Geomechanics, 19,233-247.

3. 3) Adachi, T., Ogawa, T. and Hayashi, M. (1981) : Mechanical properties of soft rock and rock mass, Proc. 10th ICSMFE, Stockholm, Sweden, 1,527-530.

4. 4) Adachi, T., Oka, F. and Poorooshasb, H. B. (1990) : A constitutive model for frozen sand, J. Energy Resources Technology, ASME, 112,208-212.

5. 5) Adachi, T., Oka, F. and Yashima, A. (1991) : A finite element analysis of strain localization for soft rock using a constitutive equation with strain softening, Arch. Appl. Mech., 61,183-191.

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