SCOPUS 정보 검색 플랫폼

Computers and Geotechnics

Volumn 35, Issue 3, 2008, Pages 500-503

Flow rule effects in the Tresca model

(2) Taiebat, H A a Carter, J P b

a UNIVERSITY OF TECHNOLOGY SYDNEY (Australia)

b UNIVERSITY OF NEWCASTLE (Australia)

Author keywords

Bearing capacity; Flow rule; Gradient discontinuities; Tresca model

Indexed keywords

BEARING CAPACITY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; PLASTIC FLOW; SOIL MECHANICS;

FLOW RULE; GRADIENT DISCONTINUITIES; TRESCA MODEL;

GEOTECHNICAL ENGINEERING;

BEARING CAPACITY; CLAY SOIL; DISCONTINUITY; ELASTOPLASTICITY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; FOUNDATION; GEOTECHNICAL ENGINEERING; NONLINEARITY; PLASTIC FLOW; THREE-DIMENSIONAL MODELING;

EID: 42649120369 PISSN: 0266352X EISSN: None Source Type: Journal
DOI: 10.1016/j.compgeo.2007.06.012 Document Type: Article

Times cited : (30)

References (8)

1
- 42649136875
- ABACUS Theory manual, version 5.8. Hibbit, Karlsson and Sorensson, Inc.; 1998.
- ABACUS Theory manual, version 5.8. Hibbit, Karlsson and Sorensson, Inc.; 1998.

2
- 0029633890
- A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion
- Abbo A.J., and Sloan S.W. A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion. Comput Struct 54 3 (1995) 427-441
- (1995) Comput Struct , vol.54 , Issue.3 , pp. 427-441
- Abbo, A.J.¹ Sloan, S.W.²

3
- 0001923696
- The plastic indentation of a semi-infinite solid by a perfectly rough circular punch
- Eason G., and Shield R.T. The plastic indentation of a semi-infinite solid by a perfectly rough circular punch. J Appl Math Phys 11 (1960) 33-43
- (1960) J Appl Math Phys , vol.11 , pp. 33-43
- Eason, G.¹ Shield, R.T.²

4
- 0041822184
- Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay
- Gourvenec S., and Randolph M. Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay. Geotechnique 53 6 (2003) 575-586
- (2003) Geotechnique , vol.53 , Issue.6 , pp. 575-586
- Gourvenec, S.¹ Randolph, M.²

5
- 0344441279
- Upper bound limit analysis of circular foundations on clay under general loading
- Randolph M.F., and Puzrin A.M. Upper bound limit analysis of circular foundations on clay under general loading. Geotechnique 53 9 (2003) 785-796
- (2003) Geotechnique , vol.53 , Issue.9 , pp. 785-796
- Randolph, M.F.¹ Puzrin, A.M.²

6
- 0022682844
- Removal of singularities in Tresca and Mohr-Coulomb yield functions
- Sloan S.W., and Booker J.R. Removal of singularities in Tresca and Mohr-Coulomb yield functions. Commun Appl Numerical Meth 2 (1986) 173-179
- (1986) Commun Appl Numerical Meth , vol.2 , pp. 173-179
- Sloan, S.W.¹ Booker, J.R.²

7
- 0034254113
- Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading
- Taiebat H.A., and Carter J.P. Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading. Geotechnique 50 4 (2000) 409-418
- (2000) Geotechnique , vol.50 , Issue.4 , pp. 409-418
- Taiebat, H.A.¹ Carter, J.P.²

8
- 0036486719
- Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
- Taiebat H.A., and Carter J.P. Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads. Geotechnique 52 1 (2002) 61-64
- (2002) Geotechnique , vol.52 , Issue.1 , pp. 61-64
- Taiebat, H.A.¹ Carter, J.P.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.