DEVELOPMENT OF A DOUBLE-HARDENING ELASTO-PLASTIC MODEL BASED ON σ<sub><i>m</i></sub>-CONSTANT PLANE STRAIN TESTS-Reference-Cited by-同舟云学术

DEVELOPMENT OF A DOUBLE-HARDENING ELASTO-PLASTIC MODEL BASED ON σ_m-CONSTANT PLANE STRAIN TESTS

Published:1994-03-21 Issue:487 Volume:1994 Page:197-206
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

Cai Min¹,Mochizuki Akitoshi¹,Takahashi Shinichi¹

Affiliation:

1. JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1994/487/1994_487_197/_pdf

Reference16 articles.

1. 1) Drucker, D. C.: A Definition of Stable Inelastic Material, Journal of Applied Mechanics, Transactions, ASME, Vol. 26, pp. 101-106, 1959.

2. 2) Schofield, A. N. and Wroth, C. P.: Critical State Soil Mechanics, McGraw-Hill, London, 1968.

3. 3) Sekiguchi, H. and Ohta, H.: Induced Anisotropy and Time Dependency in Clays, Proceedings of ICSMFE, Tokyo, Specialty Session 9, pp. 229-238, 1977.

4. 4) 望月秋利・蔡敏・柴田卓詞: Lade モデルと砂における諸定数の決定, 土と基礎, Vol. 38, No. 390, pp. 33-38, 1990.

5. 5) Poorooshasb, H. B., Holubec, I. and Sherbourne, A. N.: Yielding and Flow of Sand in Triaxial Compression, Part I, Canadian Geotechnical Journal, Vol. III, No. 4, pp. 179-190, 1966.

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