The use of an SQP algorithm in slope stability analysis

In the upper bound approach to limit analysis of slope stability based on the rigid finite element method, the search for the minimum factor of safety can be formulated as a non‐linear programming problem with equality constraints only based on a yield criterion, a flow rule, boundary conditions, an...

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Vydáno v:Communications in numerical methods in engineering Ročník 21; číslo 1; s. 23 - 37
Hlavní autoři: Chen, Jian, Yin, Jian-Hua, Lee, C. F.
Médium: Journal Article
Jazyk:angličtina
Vydáno: Chichester, UK John Wiley & Sons, Ltd 01.01.2005
Wiley
Témata:
Applied sciences
Buildings. Public works
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Geotechnics
Inelasticity (thermoplasticity, viscoplasticity...)
limit analysis
non-linear programming
Physics
rigid finite element method
sequential quadratic programming
slope stability
Soil mechanics. Rocks mechanics
Solid mechanics
Structural and continuum mechanics
upper bound
limit analysis
Yield criterion
non-linear programming
Slope stability
Non linear programming
rigid finite element method
Quadratic programming
Modeling
Optimization
Finite element method
Energy balance
Upper bound
Safety factor
Sequential method
Non linear effect
sequential quadratic programming
Ultimate load
Non existence
ISSN:1069-8299, 1099-0887
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Abstract In the upper bound approach to limit analysis of slope stability based on the rigid finite element method, the search for the minimum factor of safety can be formulated as a non‐linear programming problem with equality constraints only based on a yield criterion, a flow rule, boundary conditions, and an energy‐work balance equation. Because of the non‐linear property of the resulting optimization problems, a non‐linear mathematical programming algorithm has to be employed. In this paper, the relations between the numbers of nodes, elements, interfaces, and subsequent unknowns and constraints in the approach have been derived. It can be shown that in the large‐scale problems, the unknowns are subject to a highly sparse set of equality constraints. Because of the existence of non‐linear equalities in the approach, this paper applies first time a special sequential quadratic programming (SQP) algorithm, feasible SQP (FSQP), to obtain solutions for such non‐linear optimization problems. In FSQP algorithm, the non‐linear equality constraints are turned into inequality constraints and the objective function is replaced by an exact penalty function which penalizes non‐linear equality constraint violations only. Three numerical examples are presented to illustrate the potentialities and efficiencies of the FSQP algorithm in the slope stability analysis. Copyright © 2004 John Wiley & Sons, Ltd.
AbstractList In the upper bound approach to limit analysis of slope stability based on the rigid finite element method, the search for the minimum factor of safety can be formulated as a non-linear programming problem with equality constraints only based on a yield criterion, a flow rule, boundary conditions, and an energy-work balance equation. Because of the non-linear property of the resulting optimization problems, a non-linear mathematical programming algorithm has to be employed. In this paper, the relations between the numbers of nodes, elements, interfaces, and subsequent unknowns and constraints in the approach have been derived. It can be shown that in the large-scale problems, the unknowns are subject to a highly sparse set of equality constraints. Because of the existence of non-linear equalities in the approach, this paper applies first time a special sequential quadratic programming (SQP) algorithm, feasible SQP (FSQP), to obtain solutions for such non-linear optimization problems. In FSQP algorithm, the non-linear equality constraints are turned into inequality constraints and the objective function is replaced by an exact penalty function which penalizes non-linear equality constraint violations only. Three numerical examples are presented to illustrate the potentialities and efficiencies of the FSQP algorithm in the slope stability analysis.
In the upper bound approach to limit analysis of slope stability based on the rigid finite element method, the search for the minimum factor of safety can be formulated as a non‐linear programming problem with equality constraints only based on a yield criterion, a flow rule, boundary conditions, and an energy‐work balance equation. Because of the non‐linear property of the resulting optimization problems, a non‐linear mathematical programming algorithm has to be employed. In this paper, the relations between the numbers of nodes, elements, interfaces, and subsequent unknowns and constraints in the approach have been derived. It can be shown that in the large‐scale problems, the unknowns are subject to a highly sparse set of equality constraints. Because of the existence of non‐linear equalities in the approach, this paper applies first time a special sequential quadratic programming (SQP) algorithm, feasible SQP (FSQP), to obtain solutions for such non‐linear optimization problems. In FSQP algorithm, the non‐linear equality constraints are turned into inequality constraints and the objective function is replaced by an exact penalty function which penalizes non‐linear equality constraint violations only. Three numerical examples are presented to illustrate the potentialities and efficiencies of the FSQP algorithm in the slope stability analysis. Copyright © 2004 John Wiley & Sons, Ltd.
Author Yin, Jian-Hua
Chen, Jian
Lee, C. F.
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  surname: Lee
  fullname: Lee, C. F.
  organization: The Department of Civil Engineering, The University of Hong Kong, Hong Kong, China
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Cites_doi 10.1002/nag.198
10.1007/BF02487183
10.1016/0045-7825(95)00868-1
10.1007/BF02487495
10.1090/qam/48291
10.1061/(ASCE)0733-9399(2004)130:8(886)
10.1139/t03-032
10.1680/geot.1999.49.5.585
10.1002/nag.1610130304
10.1061/(ASCE)1090-0241(1999)125:1(49)
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Issue 1
Keywords limit analysis
Yield criterion
non-linear programming
Slope stability
Non linear programming
rigid finite element method
Quadratic programming
Modeling
Optimization
Finite element method
Energy balance
Upper bound
Safety factor
Sequential method
Non linear effect
sequential quadratic programming
Ultimate load
Non existence
Language English
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References Drucker DC, Prager W. Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathematics 1952; 10:157-165.
Chen J, Yin JH, Lee CF. Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming. Canadian Geotechnical Journal 2003; 40(4):742-752.
Qian LX, Zhang X. Rigid finite element method and its applications in engineering. Acta Mechanica Sinica 1995; 11(1):44-50 (English Edition).
Sloan SW, Kleeman PW. Upper bound limit analysis using discontinuous velocity fields. Computer Methods in Applied Mechanics and Engineering 1995; 127:293-314.
Zhang X, Qian LX. Rigid finite element and limit analysis. Acta Mechanica Sinica 1993; 9(2):156-162 (English Edition).
Kim J, Salgado R, Yu HS. Limit analysis of soil slopes subjected to pore-water pressures. Journal of Geotechnical and Geoenvironmental Engineering (ASCE) 1999; 125(1):49-58.
Chen ZY. EMU User's Manual. China Institute of Water Resources and Hydropower Research: Beijing, 1995 (in chinese).
Lyamin AV, Sloan SW. Upper bound limit analysis using linear finite elements and nonlinear programming. International Journal for Numerical and Analytical Methods in Geomechanics 2002; 26:181-216.
Chen WF. Limit Analysis and Soil Plasticity. Elsevier Scientific: Amsterdam, 1975.
Sloan SW. Upper bound limit analysis using finite elements and linear programming. International Journal for Numerical and Analytical Methods in Geomechanics 1989; 13:263-282.
Chen J, Yin JH, Lee CF. A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure. Journal of Engineering Mechanics (ASCE) 2004; 8:886-893.
Zhang X. Slope stability analysis based on the rigid finite element method. Geotechnique 1999; 49:585-593.
1952; 10
1993; 9
2002; 26
2004; 8
1999; 49
1995; 11
1975
1997
1995; 127
1995
1999; 125
1989; 13
2003; 40
1977
Chen (10.1002/cnm.723-BIB6|cit6) 2003; 40
Sloan (10.1002/cnm.723-BIB3|cit3) 1989; 13
Sloan (10.1002/cnm.723-BIB4|cit4) 1995; 127
Lawrence (10.1002/cnm.723-BIB12|cit12) 1997
Drucker (10.1002/cnm.723-BIB1|cit1) 1952; 10
Lyamin (10.1002/cnm.723-BIB5|cit5) 2002; 26
Kawai (10.1002/cnm.723-BIB8|cit8) 1977
Chen (10.1002/cnm.723-BIB7|cit7) 2004; 8
Chen (10.1002/cnm.723-BIB2|cit2) 1975
Qian (10.1002/cnm.723-BIB10|cit10) 1995; 11
Zhang (10.1002/cnm.723-BIB11|cit11) 1999; 49
Zhang (10.1002/cnm.723-BIB9|cit9) 1993; 9
Chen (10.1002/cnm.723-BIB14|cit14) 1995
Kim (10.1002/cnm.723-BIB13|cit13) 1999; 125
References_xml – reference: Chen WF. Limit Analysis and Soil Plasticity. Elsevier Scientific: Amsterdam, 1975.
– reference: Sloan SW, Kleeman PW. Upper bound limit analysis using discontinuous velocity fields. Computer Methods in Applied Mechanics and Engineering 1995; 127:293-314.
– reference: Sloan SW. Upper bound limit analysis using finite elements and linear programming. International Journal for Numerical and Analytical Methods in Geomechanics 1989; 13:263-282.
– reference: Qian LX, Zhang X. Rigid finite element method and its applications in engineering. Acta Mechanica Sinica 1995; 11(1):44-50 (English Edition).
– reference: Chen J, Yin JH, Lee CF. A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure. Journal of Engineering Mechanics (ASCE) 2004; 8:886-893.
– reference: Zhang X. Slope stability analysis based on the rigid finite element method. Geotechnique 1999; 49:585-593.
– reference: Kim J, Salgado R, Yu HS. Limit analysis of soil slopes subjected to pore-water pressures. Journal of Geotechnical and Geoenvironmental Engineering (ASCE) 1999; 125(1):49-58.
– reference: Zhang X, Qian LX. Rigid finite element and limit analysis. Acta Mechanica Sinica 1993; 9(2):156-162 (English Edition).
– reference: Lyamin AV, Sloan SW. Upper bound limit analysis using linear finite elements and nonlinear programming. International Journal for Numerical and Analytical Methods in Geomechanics 2002; 26:181-216.
– reference: Chen ZY. EMU User's Manual. China Institute of Water Resources and Hydropower Research: Beijing, 1995 (in chinese).
– reference: Drucker DC, Prager W. Soil mechanics and plastic analysis or limit design. Quarterly of Applied Mathematics 1952; 10:157-165.
– reference: Chen J, Yin JH, Lee CF. Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming. Canadian Geotechnical Journal 2003; 40(4):742-752.
– volume: 11
  start-page: 44
  issue: 1
  year: 1995
  end-page: 50
  article-title: Rigid finite element method and its applications in engineering
  publication-title: Acta Mechanica Sinica
– volume: 9
  start-page: 156
  issue: 2
  year: 1993
  end-page: 162
  article-title: Rigid finite element and limit analysis
  publication-title: Acta Mechanica Sinica
– start-page: 885
  year: 1977
  end-page: 906
– volume: 125
  start-page: 49
  issue: 1
  year: 1999
  end-page: 58
  article-title: Limit analysis of soil slopes subjected to pore‐water pressures
  publication-title: Journal of Geotechnical and Geoenvironmental Engineering
– volume: 8
  start-page: 886
  year: 2004
  end-page: 893
  article-title: A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure
  publication-title: Journal of Engineering Mechanics
– year: 1997
– volume: 10
  start-page: 157
  year: 1952
  end-page: 165
  article-title: Soil mechanics and plastic analysis or limit design
  publication-title: Quarterly of Applied Mathematics
– volume: 13
  start-page: 263
  year: 1989
  end-page: 282
  article-title: Upper bound limit analysis using finite elements and linear programming
  publication-title: International Journal for Numerical and Analytical Methods in Geomechanics
– year: 1995
– year: 1975
– volume: 49
  start-page: 585
  year: 1999
  end-page: 593
  article-title: Slope stability analysis based on the rigid finite element method
  publication-title: Geotechnique
– volume: 127
  start-page: 293
  year: 1995
  end-page: 314
  article-title: Upper bound limit analysis using discontinuous velocity fields
  publication-title: Computer Methods in Applied Mechanics and Engineering
– volume: 26
  start-page: 181
  year: 2002
  end-page: 216
  article-title: Upper bound limit analysis using linear finite elements and nonlinear programming
  publication-title: International Journal for Numerical and Analytical Methods in Geomechanics
– volume: 40
  start-page: 742
  issue: 4
  year: 2003
  end-page: 752
  article-title: Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming
  publication-title: Canadian Geotechnical Journal
– volume: 26
  start-page: 181
  year: 2002
  ident: 10.1002/cnm.723-BIB5|cit5
  article-title: Upper bound limit analysis using linear finite elements and nonlinear programming
  publication-title: International Journal for Numerical and Analytical Methods in Geomechanics
  doi: 10.1002/nag.198
– volume: 11
  start-page: 44
  issue: 1
  year: 1995
  ident: 10.1002/cnm.723-BIB10|cit10
  article-title: Rigid finite element method and its applications in engineering
  publication-title: Acta Mechanica Sinica
  doi: 10.1007/BF02487183
– volume-title: Technical Report TR-94-16r1
  year: 1997
  ident: 10.1002/cnm.723-BIB12|cit12
– start-page: 885
  volume-title: Finite Element in Nonlinear Mechanics
  year: 1977
  ident: 10.1002/cnm.723-BIB8|cit8
– volume: 127
  start-page: 293
  year: 1995
  ident: 10.1002/cnm.723-BIB4|cit4
  article-title: Upper bound limit analysis using discontinuous velocity fields
  publication-title: Computer Methods in Applied Mechanics and Engineering
  doi: 10.1016/0045-7825(95)00868-1
– volume-title: Limit Analysis and Soil Plasticity
  year: 1975
  ident: 10.1002/cnm.723-BIB2|cit2
– volume: 9
  start-page: 156
  issue: 2
  year: 1993
  ident: 10.1002/cnm.723-BIB9|cit9
  article-title: Rigid finite element and limit analysis
  publication-title: Acta Mechanica Sinica
  doi: 10.1007/BF02487495
– volume: 10
  start-page: 157
  year: 1952
  ident: 10.1002/cnm.723-BIB1|cit1
  article-title: Soil mechanics and plastic analysis or limit design
  publication-title: Quarterly of Applied Mathematics
  doi: 10.1090/qam/48291
– volume: 8
  start-page: 886
  year: 2004
  ident: 10.1002/cnm.723-BIB7|cit7
  article-title: A rigid finite element method for upper bound limit analysis of soil slopes subjected to pore water pressure
  publication-title: Journal of Engineering Mechanics
  doi: 10.1061/(ASCE)0733-9399(2004)130:8(886)
– volume: 40
  start-page: 742
  issue: 4
  year: 2003
  ident: 10.1002/cnm.723-BIB6|cit6
  article-title: Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming
  publication-title: Canadian Geotechnical Journal
  doi: 10.1139/t03-032
– volume-title: EMU User's Manual
  year: 1995
  ident: 10.1002/cnm.723-BIB14|cit14
– volume: 49
  start-page: 585
  year: 1999
  ident: 10.1002/cnm.723-BIB11|cit11
  article-title: Slope stability analysis based on the rigid finite element method
  publication-title: Geotechnique
  doi: 10.1680/geot.1999.49.5.585
– volume: 13
  start-page: 263
  year: 1989
  ident: 10.1002/cnm.723-BIB3|cit3
  article-title: Upper bound limit analysis using finite elements and linear programming
  publication-title: International Journal for Numerical and Analytical Methods in Geomechanics
  doi: 10.1002/nag.1610130304
– volume: 125
  start-page: 49
  issue: 1
  year: 1999
  ident: 10.1002/cnm.723-BIB13|cit13
  article-title: Limit analysis of soil slopes subjected to pore-water pressures
  publication-title: Journal of Geotechnical and Geoenvironmental Engineering
  doi: 10.1061/(ASCE)1090-0241(1999)125:1(49)
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SubjectTerms Applied sciences
Buildings. Public works
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Geotechnics
Inelasticity (thermoplasticity, viscoplasticity...)
limit analysis
non-linear programming
Physics
rigid finite element method
sequential quadratic programming
slope stability
Soil mechanics. Rocks mechanics
Solid mechanics
Structural and continuum mechanics
upper bound
Title The use of an SQP algorithm in slope stability analysis
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