TIME DEPENDENT EARTH PRESSURE BEHAVIOR IN SUPPORTED EXCAVATION-Reference-Cited by-同舟云学术

TIME DEPENDENT EARTH PRESSURE BEHAVIOR IN SUPPORTED EXCAVATION

Published:1999-03-21 Issue:617 Volume:1999 Page:125-138
ISSN:0289-7806
Container-title:Doboku Gakkai Ronbunshu
language:en
Short-container-title:Doboku Gakkai Ronbunshu

Author:

NODA Toshihiro¹,TAKAINE Toshihiro¹,ASAOKA Akira¹

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Link

https://www.jstage.jst.go.jp/article/jscej1984/1999/617/1999_617_125/_pdf

Reference13 articles.

1. 1) Asaoka, A., Nakano, M. and Noda, T.: Soil-water coupled behavior of saturated clay near/at critical state, Soils and Foundations, Vol. 34, No. 1, pp. 91-106, 1994.

2. 2) 越智健三, 壷内達也, 中下兼次, 伊東亮治, 天野悟: 地盤材料の小ひずみでの非線形特性と地盤変形問題への適用 6. ケースヒストリー (その2), 土と基礎 (地盤工学会), Vol. 45, No. 10, Ser. No. 477, pp. 53-58, 1997.

3. 3) Hashiguchi, K. and Ueno, M.: Elasto-plastic constitutive laws of granular materials, Constitutive equations of soils, Proc. Spec. Session 9 of 9th Int. ICSMFE, Murayama, S. and Schofield, A. N. (eds.), Tokyo, JSSMFE, pp. 73-82, 1977.

4. 4) Hashiguchi, K.: Fundamental requirements and formulation of elastoplastic constitutive equations with tangential plasticity, International Jour. of Plasticity, Vol. 9, pp. 525-549, 1993.

5. 5) Asaoka, A., Nakano, M. and Noda, T.: Soil-water coupled behavior of heavily overconsolidated clay near/at critical state, Soils and Foundations, Vol. 37, No. 1, pp. 13-28, 1997.

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1. APPLICABILITY OF SEVERAL CONSTITUTIVE MODELS AND METHODS OF DEFORMATION ANALYSIS ON PEATY SOFT GROUND;Doboku Gakkai Ronbunshuu C;2010

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4. SOIL-WATER COUPLED ELASTO-PLASTIC DEFORMATION ANALYSIS OF THE GROUND WITH PILED RAFT;Doboku Gakkai Ronbunshu;2000-09-21