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Canadian Geotechnical Journal

Volumn 39, Issue 3, 2002, Pages 608-619

Stress-strain behaviour of unsaturated soil in true triaxial tests

(5) Matsuoka, Hajime a Sun, De'an a Kogane, Akiteru a Fukuzawa, Nobuhiko a Ichihara, Wataru a

a NAGOYA INSTITUTE OF TECHNOLOGY (Japan)

Author keywords

Failure criterion; Shear strength; Special shear test; Stress path; Suction; Unsaturated soil

Indexed keywords

COMPUTER SIMULATION; ELASTOPLASTICITY; HARDENING; SHEAR STRENGTH; SOILS; STRAIN; STRESSES;

SUCTION;

GEOTECHNICAL ENGINEERING;

FAILURE ANALYSIS; SHEAR STRENGTH; SOIL MECHANICS; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST; UNSATURATED MEDIUM;

EID: 0036019743 PISSN: 00083674 EISSN: None Source Type: Journal
DOI: 10.1139/t02-031 Document Type: Article

Times cited : (99)

References (20)

1
- 0003033510
- The results of unconfined and triaxial compression tests on unsaturated soil conducted simultaneously
- Edited by Kansai Branch of Japanese Geotechnical Society, Osaka
- (1993) Proceedings of a Symposium on the Investigation, Design and Construction of Unsaturated Soil Engineering , pp. 23-58
- Abe, H.¹ Hatayama, M.²

2
- 0025620943
- A constitutive model for partially saturated soils
- (1990) Geotechnique , vol.40 , Issue.3 , pp. 405-430
- Alonso, F.E.¹ Gens, A.² Josa, A.³

3
- 0001966183
- The relationship between shearing characteristics and the composition of pore-water in unsaturated soil
- In Japanese
- (1997) Journal of Geotechnical Engineering, Proceedings of the Japan Society of Civil Engineers (JSCE) , vol.III-40 , Issue.575 , pp. 49-58
- Karube, D.¹ Honda, M.² Kato, S.³ Tsurugasaki, K.⁴

4
- 0028582633
- Analysis of shear deformation behaviour of unsaturated soil under axisymmetric stress states
- In Japanese
- (1994) Journal of Geotechnical Engineering, Proceedings of the Japan Society of Civil Engineers (JSCE) , vol.III-27 , Issue.493 , pp. 99-107
- Kato, S.¹ Matsuoka, H.²

5
- 0004166921
- Master thesis. Nagoya Institute of Technology, Nagoya, Japan. (In Japanese.)
- (1997) Deformation and strength of unsaturated soil in three principal stresses
- Kogane, A.¹

6
- 0027885877
- Theoretical aspects of constitutive modelling for unsaturated soils
- (1993) Soils and Foundations , vol.33 , Issue.4 , pp. 49-63
- Kohgo, Y.¹ Nakano, M.² Miyazaki, T.³

7
- 0016352892
- Stress-deformation and strength characteristics of soil under three difference principal stresses
- (1974) Proceedings of the Japan Society of Civil Engineers (JSCE) , vol.232 , pp. 59-70
- Matsuoka, H.¹ Nakai, T.²

8
- 0029484404
- Extension of spatially mobilized plane (SMP) to frictional and cohesive materials and its application to cemented sands
- (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 63-72
- Matsuoka, H.¹ Sun, D.A.²

9
- 0022027999
- A constitutive equation for sands and its application to analyses of rotational stress paths and liquefaction resistance
- (1985) Soils and Foundations , vol.25 , Issue.1 , pp. 27-42
- Matsuoka, H.¹ Koyama, H.² Yamazaki, H.³

10
- 0025445162
- A general failure criterion and stress-strain relation for granular materials to metals
- (1990) Soils and Foundations , vol.30 , Issue.2 , pp. 119-127
- Matsuoka, H.¹ Hoshikawa, T.² Ueno, K.³

11
- 0001686821
- Deformation and strength of unsaturated soil by true triaxial tests
- Beijing, International Academic Publishers
- (1998) Proceedings of the 2nd International Conference on Unsaturated Soils , vol.1 , pp. 410-415
- Matsuoka, H.¹ Sun, D.A.² Ando, M.³ Kogane, A.⁴ Fukuzawa, N.⁵

12
- 0002604147
- The Cam-clay models revised by the SMP criterion
- (1999) Soils and Foundations , vol.39 , Issue.1 , pp. 81-95
- Matsuoka, H.¹ Yao, Y.P.² Sun, D.A.³

13
- 0002924514
- Constitutive models by SMP criterion-based stress tensor
- (1999) Proceedings of the 11th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering , vol.1 , pp. 31-34
- Matsuoka, H.¹ Sun, D.A.² Yao, Y.P.³

14
- 0002588880
- An elasto-plastic model for unsaturated soil in three-dimensional stresses
- (2000) Soils and Foundations , vol.40 , Issue.3 , pp. 17-28
- Sun, D.A.¹ Matsuoka, H.² Yao, Y.P.³ Ichihara, W.⁴

15
- 0001485758
- An anisotropic hardening elastoplastic model for clay and sand and its application to numerical analysis
- Tucson, Edited by C.S. Desai et al., A.A. Balkema, Rotterdam
- (2001) Proceedings of the 10th International Conference on Computer Methods and Advanced in Geomechanics , vol.1 , pp. 407-412
- Sun, D.A.¹ Matsuoka, H.² Yao, Y.P.³ Ishii, H.⁴

16
- 0029749405
- Inclusion of specific water volume within an elasto-plastic model for unsaturated soil
- (1996) Canadian Geotechnical Journal , vol.33 , pp. 42-57
- Wheeler, S.J.¹

17
- 0028974913
- An elasto-plastic critical state framework for unsaturated soil
- (1995) Geotechnique , vol.45 , Issue.1 , pp. 35-53
- Wheeler, S.J.¹ Sivakumar, V.²

18
- 0033428466
- A unified elastoplastic model for clay and sand with the SMP criterion
- Edited by N. Vitharana and R. Colman, Australian Geomechanics Society
- (1999) Proceedings of the 8th Australia-New Zealand Conference on Geomechanics, Hobart , vol.2 , pp. 997-1004
- Yao, Y.P.¹ Matsuoka, H.² Sun, D.A.³

19
- 0001108577
- A unified elastoplastic model of sand dependent on stress level and void ratio
- Edited by M. Jamiolkowski et al., A.A. Balkema, Rotterdam
- (1999) Proceedings of the 2nd International Conference on Pre-failure Deformation Characteristics of Geomaterials, Torino , vol.1 , pp. 589-596
- Yao, Y.P.¹ Matsuoka, H.² Sun, D.A.³

20
- 0002442531
- Some useful forms of isotropic yield surface for soil and rock mechanics
- Edited by G. Gudehus, John Wiley & Sons, N.Y.
- (1977) Finite elements in geomechanics , pp. 179-190
- Zienkiewicz, O.C.¹ Pande, G.N.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.