SCOPUS 정보 검색 플랫폼

Volumn 14, Issue 9, 1990, Pages 599-612

Finite element analysis of progressive failure in long slopes

Author keywords

[No Author keywords available]

Indexed keywords

ELASTOPLASTICITY; MATHEMATICAL TECHNIQUES--FINITE ELEMENT METHOD; SOIL MECHANICS; SOILS--SHEAR STRENGTH; STRAIN;

CLAY SLOPES; PROGRESSIVE FAILURE; SLOPE STABILITY;

CLAY;

CLAY SLOPE; FINITE ELEMENT ANALYSIS; FINITE ELEMENT MODEL; LONG SLOPE; PROGRESSIVE FAILURE; SHEAR DEFORMATION; SHEAR ZONE; SLOPE FAILURE;

EID: 0025573227 PISSN: 03639061 EISSN: 10969853 Source Type: Journal
DOI: 10.1002/nag.1610140902 Document Type: Article

Times cited : (21)

References (15)

1
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- Christian, J.T.¹ Whitman, R.²

2
- 0000083551
- The growth of slip surfaces in the progressive failure of over‐consolidated clay
- (1973) Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences , vol.332 , pp. 527-548
- Palmer, A.C.¹ Rice, J.R.²

3
- 84986844336
- ‘On formation of progressive failures in slopes’, Proc. 10th ICSMFE, Stockholm
- (1981)
- Bernander, S.¹ Olofsson, I.²

4
- 84986742664
- ‘On the behaviour of natural slopes with emphasis on progressive failure’, Proc. 11th ICSMFE, San Francisco
- (1984)
- Hansbo, P.¹ Larsson, R.² Runesson, K.³ Wiberg, N.‐E.⁴

5
- 0021896981
- ‘Stability and progressive failure of natural slopes’, 5th Int. Conf. on Num. Meth. in Geomech., Nagoya, Japan
- (1985) , pp. 973-979
- Hansbo, P.¹ Wiberg, N.‐E.² Runesson, K.³

6
- 84986816233
- FE‐calculation of progressive failure in long clay slopes
- Oslo, Norge
- (1988) X Nordiske Geoteknikermϕte , pp. 167-171
- Wiberg, N.‐E.¹ Koponen, M.² Runesson, K.³

7
- 0015284013
- Finite element analysis of strain‐softening clay
- (1972) J. Soil Mech. found. Div., ASCE , vol.98 , pp. 43-58
- Höeg¹

8
- 0015404058
- Elastic‐plastic stress analysis. Generalization for various constitutive relations including strain softening
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- Nayak, G.C.¹ Zienkiewicz, O.C.²

9
- 85025052753
- Stress analysis and slope stability in strain‐softening materials
- (1973) Géotechnique , vol.23 , pp. 1-11
- Lo, K.Y.¹ Lee, C.F.²

10
- 0017241839
- ‘Stress analysis of strain‐softening clay’, C. S. Desai (ed.), Proc. Int. Conf. Num. Meth. in Geomech.
- (1976) , pp. 580-589
- Sture, S.¹ Ko, H.Y.²

11
- 0017241840
- ‘Limit load of a foundation in a strain‐softening soil’, in C. S. Desai (ed.), Proc. Int. Conf. Num. Meth. in Geomech
- (1976) , pp. 591-596
- Biondi, P.¹ Manfredini, F.² Martinetti, S.³ Rickbackhi, R.⁴ Riccioni, R.⁵

12
- 84986748069
- Report 86:, Chalmers University of Technology, Department of Structural Mechanics, Göteborg
- (1986) Implicit integration of elasto‐plastic relations with reference to soils , pp. 8
- Runesson, K.¹

13
- 84986751832
- Report 84:, Chalmers University of Technology, Department of Structural Mechanics, Göteborg
- (1984) Stability analysis of natural slopes in clay by use of the finite element method , pp. 1
- Runesson, K.¹ Wiberg, N.‐E.²

15
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- (in Swedish), Technical report 1981:, University of Luleå, Sweden
- (1981) Non‐linear deformation analysis of calculation of slope stability , pp. 68T
- Bernander, S.¹

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.