A practical numerical approach for large deformation problems in soil

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Veröffentlicht in:International journal for numerical and analytical methods in geomechanics Jg. 22; H. 5; S. 327 - 350
Hauptverfasser: Hu, Y., Randolph, M. F.
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Sussex John Wiley & Sons, Ltd 01.05.1998
Wiley
Schlagworte:
Applied sciences
bearing capacity
Buildings. Public works
Exact sciences and technology
finite element analysis
Geotechnics
integration
large strain
penetration
remeshing
Soil mechanics. Rocks mechanics
Finite element method
Soils
Settlement
Foundations
Stress strain relation
Displacement(deformation)
Loadbearing capacity
Structure soil interaction
Numerical method
Finite strain
Soil heave
ISSN:0363-9061, 1096-9853
Online-Zugang:Volltext
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Author Hu, Y.
Randolph, M. F.
Author_xml – sequence: 1
  givenname: Y.
  surname: Hu
  fullname: Hu, Y.
  organization: Geomechanics Group, Department of Civil Engineering, The University of Western Australia, Nedlands, WA 6907, Australia
– sequence: 2
  givenname: M. F.
  surname: Randolph
  fullname: Randolph, M. F.
  organization: Geomechanics Group, Department of Civil Engineering, The University of Western Australia, Nedlands, WA 6907, Australia
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Cites_doi 10.1007/978-94-009-1411-7_7
10.1002/nme.1620230206
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10.1145/356924.356930
10.1016/0045-7825(86)90089-7
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10.1002/nme.1620330909
10.1016/0045-7825(86)90097-6
10.1002/nme.1620210805
10.1002/nme.1620330702
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Issue 5
Keywords Finite element method
Soils
Settlement
Foundations
Stress strain relation
Displacement(deformation)
Loadbearing capacity
Structure soil interaction
Numerical method
Finite strain
Soil heave
Language English
License http://doi.wiley.com/10.1002/tdm_license_1.1
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PublicationTitle International journal for numerical and analytical methods in geomechanics
PublicationTitleAlternate Int. J. Numer. Anal. Meth. Geomech
PublicationYear 1998
Publisher John Wiley & Sons, Ltd
Wiley
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M. S. Gadala, G. A. E. Oravas and M. A. Dokainish, 'A consistent eulerian formulation of large deformation problems in statics and dynamics', Int. J. Non-linear Mech., 18, 21-35 (1983)
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References_xml – reference: P. D. Kiousis, G. Z. Voyiadjis and M. T. Tumay, 'A large strain theory for two dimensional problems in geomechancis', Int. J. Numer. Anal. Meth. Geomech., 10 (1), 17-39 (1986).
– reference: S. W. Sloan and M. F. Randolph, 'Numerical prediction of collapse loads using finite element methods', Int. J. Numer. Analy. Meth. Geomech., 6, 47-76 (1985).
– reference: W. C. Thacker, A. Gonzalez and G. E. Putland, 'A method for automating the construction of irregular computational grids for storm surge forecast models', J. Comput. Phys., 37, 371-387 (1980).
– reference: L. R. Herman, 'Laplacian-isoparametric grid generation scheme', J. Engng. Mech. Div. ASCE, 102, 749-759 (1976).
– reference: A. O. Moscardini, B. A. Lewis and M. Cross, 'AGTHOM automatic generation of triangular and higher order meshes', Int. J. Numer. Meth. Engng., 19, 1331-1353 (1983).
– reference: S. Ghosh and N. Kikuchi, 'An arbitrary Lagrangian-Eulerian finite element method for large deformation analysis of elastic-viscoplastic solid', Comput. Meth. Appl. Mech. Engng., 86, 127-188 (1991).
– reference: B. P. Johnston and J. M. Sullivan, 'Fully automatic two dimensional mesh generation using normal offsetting', Int. J. Numer. Meth. Engng., 33, 425-442 (1992).
– reference: O. C. Zienkiwicz and J. Z. Zhu, 'The superconvergent patch recovery and a posteriori error estimates. Part 1: The recovery technique', Int. J. Numer. Meth. Engng., 33, 1331-1364 (1992).
– reference: R. D. Shaw and R. G. Pitchen, 'Modifications to the Suhara-Fukuda methos of network generation', Int. J. Numer. Meth. Engng., 12, 93-99 (1978)
– reference: E. H. Davis and J. R. Booker, 'The effect of increasing strength with depth on the bearing capacity of clays', Geotechnique, 23 (4), 551-563 (1973).
– reference: S. H. Lo, 'A new mesh generation scheme for arbitrary planar domains', Int. J. Numer. Meth. Engng., 21, 1403-1426 (1985).
– reference: P. D. Kiousis, G. Z. Voyiadjis and M. T. Tumay, 'A large strain theory and its application in the analysis of the cone penetration mechanism', Int. J. Numer. Anal. Meth. Geomech., 12, 45-60 (1988).
– reference: W. K. Liu, T. Belytschko and H. Chang, 'An arbitrary Lagrangian-Eulerian finite element method for path dependent materials', Comp. Meth. Appl. Mech. Engng., 58, 227-245 (1986).
– reference: E. A. Sadek, 'A scheme for the automatic generation of triangular finite elements', Int. J. Numer. Meth. Engng., 15, 1813-1822 (1980).
– reference: H. D. Cohen, 'A method for the automatic generation of triangular elements on a surface', Int. J. Numer. Meth. Engng., 15, 470-476 (1980).
– reference: M. S. Gadala, G. A. E. Oravas and M. A. Dokainish, 'A consistent eulerian formulation of large deformation problems in statics and dynamics', Int. J. Non-linear Mech., 18, 21-35 (1983)
– reference: W. K. Liu, H. Chang, J. S. Chen and T. Belytschko, 'Arbitrary Lagrangian-Eulerian Petrov-Galerkin finite elements for nonlinear continua', Comput. Meth. Appl. Mech. Engng., 68, 259-310 (1988).
– reference: C. Truesdell, A First Course In Rational Mechanics, Vol. 1: General Concepts, Academic Press, New York, 1977.
– reference: H. Samet, 'The quadtree and related hierarchical data structures', ACM Comput. Surveys, 16 (2), 187-260 (1984).
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SubjectTerms Applied sciences
bearing capacity
Buildings. Public works
Exact sciences and technology
finite element analysis
Geotechnics
integration
large strain
penetration
remeshing
Soil mechanics. Rocks mechanics
Title A practical numerical approach for large deformation problems in soil
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