Implementation of Generalized Plasticity in Load-Deformation Behavior of Foundation with Emphasis on Localization Problem
Nonlinear finite element method with eight noded
isoparametric quadrilateral element is used for prediction of loaddeformation
behavior including bearing capacity of foundations.
Modified generalized plasticity model with non-associated flow rule
is applied for analysis of soil-footing system. Also Von Mises and
Tresca criterions are used for simulation of soil behavior. Modified
generalized plasticity model is able to simulate load-deformation
including softening behavior. Localization phenomena are considered
by different meshes. Localization phenomena have not been seen in
the examples. Predictions by modified generalized plasticity model
show good agreement with laboratory data and theoretical prediction
in comparison the other models.
[1] Davidson, H. L. and Chen, W. F. "Nonlinear Response of Undrained
Clay to Footings", Computers & structures, 7, pp 539-546, (1977).
[2] Davidson, H. L. and Chen, W. F. "Nonlinear Response of Drained Clay to
Footings", Computers & structures, 8, pp 281-290, (1978).
[3] Desai, C. S., Phan, H. V. and Sture, S. "Procedure, Selection and
Application of Plasticity Models for a Soil", Int. J. Numer. Anal. Meth,
Geomech., 5, pp 295-311, (1981).
[4] Manoharan, N. and Dasgupta, S. P. "Bearing Capacity of Surface
Footings by Finite Elements", Computers & Structures, 54 (4), pp 563-
586, (1995).
[5] Manoharan, N. and Dasgupta, S. P. "Collapse Load Computation for
High-Friction Soil", Computers & Structures, 62 (4), pp 681-684,
(1997).
[6] Faruque, M. O. and Desai, C. S. "Implementation of a general
Constitutive model for Geological Materials", Int. J. Numer. Anal. Meth.
Geomech., 9, pp 415-436, (1985).
[7] Altaee, A., Evgin, E. and Fellenius, B. H. "Finite Element Validation of a
Bounding Surface Plasticity Model", Computers & Structures, 42 (5), pp
825-832, (1992).
[8] Lee, J. and Salgado, R. "Estimation of Bearing Capacity of Circular
Footings on Sands Based on Cone Penetration Test", Journal of
Geotechnical and Geoenvironmental Engineering, 131 (4), pp 442-452
(2005).
[9] Akhaveissy A.H., Desai, C.S., Sadrnejad, S.A., Shakib, H.,
"Implementation and Comparison of a Generalized Plasticity and
Sisturbed State Concept for the Load-Deformation Behavior of
Foundation", Transaction D: Civil Engineering Vol.16, No. 3, Sharif
University of Technology, Scientia Iranica, June 2009.
[10] Zienkiewicz, O. C., Leung, K. H. and Pastor, M. "Simple Model for
Transient Soil Loading in Earthquake Analysis. I. Basic Model and its
Application", International Journal for Numerical and Analytical
Method in Geomechanics, 9, pp 453-476, (1985).
[11] Pastor, M., Zienkiewicz, O. C. and Leung, K. H. "Simple Model for
Transient Soil Loading in Earthquake Analysis. II. Non-Associative
Models for Sand", International Journal for Numerical and Analytical
Method in Geomechanics, 9, pp 477-498, (1985).
[12] Chen, W. F. and Baladi, G. Y. "Soil Plasticity Theory and
Implementation", Developments in Geotechnical Engineering Vol. 38,
Elsevier Science Publishers, New York, U.S.A. (1985).
[13] Pastor, M., Zienkiewicz, O. C. and Chan, A. H. C. "Generalized
Plasticity and the Modelling of Soil Behaviour", International Journal
for Numerical and Analytical Method in Geomechanics, 14, pp 151-190,
(1990).
[14] Liu, H. and Ling, H. I. "A Sand Model Based on Generalized Plasticity",
15th ASCE Engineering Mechanics Conference, USA, Columbia
University, New York, NY., (2002).
[15] Liu, H. and Song, E. "Seismic Response of Large Underground
Structures in Liquefiable Soils Subjected to Horizontal and Vertical
Earthquake Excitations", Computers and Geotechnics, 32, pp 223-244
(2005).
[16] O. C. Zienkiewicz, Maosong Huang and M. Pastor, Localization problem
in plasticity using finite elements with adaptive remeshing-,
International Journal for Numerical and Analytical Method in
Geomechanics, Vol.19, 127-148, 1995.
[17] Library of Tehran Urban Subway Company reported triaxial test from
PEY JOU IRAN consulting engineers for Azadi square in 4m deep.
[18] K. Nesnas& P. Woodward, Advanced braing capacity computation of a
footing on sand using a kinematic hardening elstoplastic model,
Numerical Model in Geomechanics- NUMOG VII, Pande, Pietruszczak
& Schweiger (eds),1999 Balkema, Rotterdam, pp. 463-468.
[1] Davidson, H. L. and Chen, W. F. "Nonlinear Response of Undrained
Clay to Footings", Computers & structures, 7, pp 539-546, (1977).
[2] Davidson, H. L. and Chen, W. F. "Nonlinear Response of Drained Clay to
Footings", Computers & structures, 8, pp 281-290, (1978).
[3] Desai, C. S., Phan, H. V. and Sture, S. "Procedure, Selection and
Application of Plasticity Models for a Soil", Int. J. Numer. Anal. Meth,
Geomech., 5, pp 295-311, (1981).
[4] Manoharan, N. and Dasgupta, S. P. "Bearing Capacity of Surface
Footings by Finite Elements", Computers & Structures, 54 (4), pp 563-
586, (1995).
[5] Manoharan, N. and Dasgupta, S. P. "Collapse Load Computation for
High-Friction Soil", Computers & Structures, 62 (4), pp 681-684,
(1997).
[6] Faruque, M. O. and Desai, C. S. "Implementation of a general
Constitutive model for Geological Materials", Int. J. Numer. Anal. Meth.
Geomech., 9, pp 415-436, (1985).
[7] Altaee, A., Evgin, E. and Fellenius, B. H. "Finite Element Validation of a
Bounding Surface Plasticity Model", Computers & Structures, 42 (5), pp
825-832, (1992).
[8] Lee, J. and Salgado, R. "Estimation of Bearing Capacity of Circular
Footings on Sands Based on Cone Penetration Test", Journal of
Geotechnical and Geoenvironmental Engineering, 131 (4), pp 442-452
(2005).
[9] Akhaveissy A.H., Desai, C.S., Sadrnejad, S.A., Shakib, H.,
"Implementation and Comparison of a Generalized Plasticity and
Sisturbed State Concept for the Load-Deformation Behavior of
Foundation", Transaction D: Civil Engineering Vol.16, No. 3, Sharif
University of Technology, Scientia Iranica, June 2009.
[10] Zienkiewicz, O. C., Leung, K. H. and Pastor, M. "Simple Model for
Transient Soil Loading in Earthquake Analysis. I. Basic Model and its
Application", International Journal for Numerical and Analytical
Method in Geomechanics, 9, pp 453-476, (1985).
[11] Pastor, M., Zienkiewicz, O. C. and Leung, K. H. "Simple Model for
Transient Soil Loading in Earthquake Analysis. II. Non-Associative
Models for Sand", International Journal for Numerical and Analytical
Method in Geomechanics, 9, pp 477-498, (1985).
[12] Chen, W. F. and Baladi, G. Y. "Soil Plasticity Theory and
Implementation", Developments in Geotechnical Engineering Vol. 38,
Elsevier Science Publishers, New York, U.S.A. (1985).
[13] Pastor, M., Zienkiewicz, O. C. and Chan, A. H. C. "Generalized
Plasticity and the Modelling of Soil Behaviour", International Journal
for Numerical and Analytical Method in Geomechanics, 14, pp 151-190,
(1990).
[14] Liu, H. and Ling, H. I. "A Sand Model Based on Generalized Plasticity",
15th ASCE Engineering Mechanics Conference, USA, Columbia
University, New York, NY., (2002).
[15] Liu, H. and Song, E. "Seismic Response of Large Underground
Structures in Liquefiable Soils Subjected to Horizontal and Vertical
Earthquake Excitations", Computers and Geotechnics, 32, pp 223-244
(2005).
[16] O. C. Zienkiewicz, Maosong Huang and M. Pastor, Localization problem
in plasticity using finite elements with adaptive remeshing-,
International Journal for Numerical and Analytical Method in
Geomechanics, Vol.19, 127-148, 1995.
[17] Library of Tehran Urban Subway Company reported triaxial test from
PEY JOU IRAN consulting engineers for Azadi square in 4m deep.
[18] K. Nesnas& P. Woodward, Advanced braing capacity computation of a
footing on sand using a kinematic hardening elstoplastic model,
Numerical Model in Geomechanics- NUMOG VII, Pande, Pietruszczak
& Schweiger (eds),1999 Balkema, Rotterdam, pp. 463-468.
@article{"International Journal of Architectural, Civil and Construction Sciences:51939", author = "A. H. Akhaveissy", title = "Implementation of Generalized Plasticity in Load-Deformation Behavior of Foundation with Emphasis on Localization Problem", abstract = "Nonlinear finite element method with eight noded
isoparametric quadrilateral element is used for prediction of loaddeformation
behavior including bearing capacity of foundations.
Modified generalized plasticity model with non-associated flow rule
is applied for analysis of soil-footing system. Also Von Mises and
Tresca criterions are used for simulation of soil behavior. Modified
generalized plasticity model is able to simulate load-deformation
including softening behavior. Localization phenomena are considered
by different meshes. Localization phenomena have not been seen in
the examples. Predictions by modified generalized plasticity model
show good agreement with laboratory data and theoretical prediction
in comparison the other models.", keywords = "Localization phenomena, Generalized plasticity,Non-associated Flow Rule", volume = "4", number = "3", pages = "59-6", }