Bearing capacity analysis of anisotropic and strain-softening clays

Numerical Models in Geomechanics - 8th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2002

Volumn , Issue , 2002, Pages 469-474

  Jostad, H P ^a   Andresen, L ^a  

^a NORWEGIAN GEOTECHNICAL INSTITUTE   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; BEARING CAPACITY; GEOMECHANICS; NUMERICAL MODELS;

ARC LENGTH METHOD; CAPACITY ANALYSIS; CRITICAL SOLUTION; ELASTO-PLASTIC MATERIAL MODELS; FINITE ELEMENT MESHES; NUMERICAL PROCEDURES; STRAIN SOFTENING BEHAVIOUR; STRAIN-SOFTENING CLAYS;

STRAIN;

EID: 84860242390     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c69     Document Type: Conference Paper

References (17)

1. Abaqus. 2002. www.abaqus.com
2. Andersen, K.H. & Jostad, H.P. 2000. Foundation Design of Skirted Foundations and Anchors in Clay. OTC 10824: Offshore Technology Conference, Houston, Texas 1999.
3. Andresen, L. & Jostad, H.P. 1998. Effect of strain softening in interpretation of laboratory compression test. Proc. of 4th European Conf. On. Num. Meth. in Geotech. Eng.- NUMGE98. pp. 223–232.
4. Andresen, L. & Jostad, H.P. 2002. A constitutive model for anisotropic and strain-softening clay. submitted to Numerical Models in Geomechanics-NUMOG VIII.
5. Bjerrum, L. 1973. Problems of Soil Mechanics and Contruction on Soft Clays. State-of-the Art Report to Session IV, 8th Int. Conf. on Soil Mechanics and Foundation Engineering, Moscow.
6. Boström, B., Svanö, G. & Nordal, S. 1995. Computation of collapse load using mixed finite elements. Numerical Models in Geomechanics – NUMOG V, Pande & Pietruszcak (eds), Rotterdam: Balkema.
7. Beer, G. 1985. An isoparametric joint/interface element for finite element analysis. Int. Journal for Numerical Methods in Engineering 21: 585–600.
8. de Borst, R., Sluys, L.J., Mühlhaus, H.-B. & Pamin, J. (1993). Fundamental issues in finite element analysis of localization of deformation, Eng. Comp 10(2): 99–121.
9. Crisfield, M.A. 1981. A fast incremental iterative solution procedure that handles “snap through”, Comput. and Structures 13: 130–141.
10. Gainings 1977. Matrix computation for engineers and scientists. Amsterdam: Addison Wisley.
11. Hicks, M.A. & Bakar, A. Abu 1999. Adaptive mesh modelling of localization in a cohesion-softening soil. Numerical Models in Geomechanics – NUMOG VII, Pande & Pietruszczak & Schweiger (eds), Rotterdam: Balkema.
12. Janbu, N. 1954. Stability Analysis of Slopes with Dimensionless Parameters. Havard Soil Mechanics Series No. 46, Cambridge.
13. Jostad, H.P. 1993. Bifurcation analysis of frictional materials. Dissert, NTH, Trondheim.
14. Jostad, J.P. 1995. Bifurcation analysis of frictional materials. NUMOG V, Davos.
15. Lauritzsen, R. & Schjetne, K. 1976. Stability Calculations for Offshore Gravity Structures. OTC 2431: Offshore Technology Conference, Dallas, Texas.
16. Plaxis. 2002. www.plaxis.nl.
17. Zienkiewicz, O.C., Taylor, R.L. & Baynham, J.A.W. 1983. Mixed and irreducible formulations in finite element analysis, Hybrid and mixed finite element methods, Amsterdam: AddisonWesley.