-
1
-
-
0015476157
-
Finite element limit analysis using linear programming
-
Anderheggen, E., and Knopfel, H. (1972). "Finite element limit analysis using linear programming." Int. J. Solids and Struct., 8, 1413-1431.
-
(1972)
Int. J. Solids and Struct.
, vol.8
, pp. 1413-1431
-
-
Anderheggen, E.1
Knopfel, H.2
-
2
-
-
84993995958
-
The use of the slip circle in the stability of slopes
-
London, U.K.
-
Bishop, A. W. (1955). "The use of the slip circle in the stability of slopes." Geotechnique, London, U.K., 5, 7-17.
-
(1955)
Geotechnique
, vol.5
, pp. 7-17
-
-
Bishop, A.W.1
-
3
-
-
0019007230
-
Finite element method and limit analysis theory for soil mechanics problems
-
Bottero, A., Negre, R., Pastor, J., and Turgeman, S. (1980). "Finite element method and limit analysis theory for soil mechanics problems." Computational Methods Appl. Mech. and Engrg., 22, 131-149.
-
(1980)
Computational Methods Appl. Mech. and Engrg.
, vol.22
, pp. 131-149
-
-
Bottero, A.1
Negre, R.2
Pastor, J.3
Turgeman, S.4
-
4
-
-
0003812783
-
-
Elsevier Science Publishers, BV, Amsterdam, The Netherlands
-
Chen, W. F. (1975). Limit analysis and soil plasticity. Elsevier Science Publishers, BV, Amsterdam, The Netherlands.
-
(1975)
Limit Analysis and Soil Plasticity
-
-
Chen, W.F.1
-
5
-
-
85040890903
-
-
Elsevier Science Publishers, BV, Amsterdam, The Netherlands
-
Chen, W. F., and Liu, X. L. (1990). Limit analysis in soil mechanics. Elsevier Science Publishers, BV, Amsterdam, The Netherlands.
-
(1990)
Limit Analysis in Soil Mechanics
-
-
Chen, W.F.1
Liu, X.L.2
-
6
-
-
85012706253
-
A note on the interpretation of Coulomb's analysis of the thrust on a rough retaining wall in terms of the limit theorems of plasticity theory
-
London, U.K.
-
Collins, I. F. (1974). "A note on the interpretation of Coulomb's analysis of the thrust on a rough retaining wall in terms of the limit theorems of plasticity theory." Geotechnique, London, U.K., 24, 106-108.
-
(1974)
Geotechnique
, vol.24
, pp. 106-108
-
-
Collins, I.F.1
-
7
-
-
0017930984
-
Stability charts for simple earth slopes
-
ASCE
-
Cousins, B. F. (1978). "Stability charts for simple earth slopes." J. Geotech. Engrg. Div., ASCE, 104(2), 267-279.
-
(1978)
J. Geotech. Engrg. Div.
, vol.104
, Issue.2
, pp. 267-279
-
-
Cousins, B.F.1
-
8
-
-
0001353284
-
Extended limit design theorems for continuous media
-
Drucker, D. C., Greenberg, H. J., and Prager, W. (1952). "Extended limit design theorems for continuous media." Quarterly J. Appl. Math., 9, 381-389.
-
(1952)
Quarterly J. Appl. Math.
, vol.9
, pp. 381-389
-
-
Drucker, D.C.1
Greenberg, H.J.2
Prager, W.3
-
9
-
-
0018907860
-
The accuracy of equilibrium methods of slope stability analysis
-
Duncan, J. M., and Wright, S. G. (1980). "The accuracy of equilibrium methods of slope stability analysis." Engrg. Geology, 16, 5-17.
-
(1980)
Engrg. Geology
, vol.16
, pp. 5-17
-
-
Duncan, J.M.1
Wright, S.G.2
-
10
-
-
0003492843
-
An engineering manual for slope stability studies
-
Dept. of Civ. Engrg., Virginia Tech.
-
Duncan, J. M., Buchignani, A. L., and de Wet, M. (1987). "An engineering manual for slope stability studies." Internal Res. Rep., Dept. of Civ. Engrg., Virginia Tech.,
-
(1987)
Internal Res. Rep.
-
-
Duncan, J.M.1
Buchignani, A.L.2
De Wet, M.3
-
12
-
-
0017526261
-
Comparison of slope stability methods of analysis
-
Ottawa, Canada
-
Fredlund, D. G., and Krahn, J. (1977). "Comparison of slope stability methods of analysis." Can. Geotech. J., Ottawa, Canada, 14, 429-439.
-
(1977)
Can. Geotech. J.
, vol.14
, pp. 429-439
-
-
Fredlund, D.G.1
Krahn, J.2
-
13
-
-
85013523385
-
A note on the stability of cuttings in normally consolidated clays
-
London, U.K.
-
Gibson, R. E., and Morgenstern, N. (1962). "A note on the stability of cuttings in normally consolidated clays." Geotechnique, London, U.K., 12, 212-216.
-
(1962)
Geotechnique
, vol.12
, pp. 212-216
-
-
Gibson, R.E.1
Morgenstern, N.2
-
14
-
-
0002794403
-
Chapter 6: Methods of stability analysis
-
D. Brunsden and D. B. Prior, eds., John Wiley & Sons, Inc., New York, N.Y.
-
Graham, J. (1984). "Chapter 6: Methods of stability analysis." Slope Instability, D. Brunsden and D. B. Prior, eds., John Wiley & Sons, Inc., New York, N.Y.
-
(1984)
Slope Instability
-
-
Graham, J.1
-
15
-
-
0014327052
-
Stability of simple cuttings in normally consolidated clays
-
London, U.K.
-
Hunter, J. H., and Schuster, R. L. (1968). "Stability of simple cuttings in normally consolidated clays." Geotechnique, London, U.K., 18, 372-378.
-
(1968)
Geotechnique
, vol.18
, pp. 372-378
-
-
Hunter, J.H.1
Schuster, R.L.2
-
16
-
-
0003366643
-
Stability analysis of slopes with dimensionless parameters
-
Janbu, N. (1954). "Stability analysis of slopes with dimensionless parameters." Harvard soil mechanics series, No. 46.
-
(1954)
Harvard Soil Mechanics Series
, vol.46
-
-
Janbu, N.1
-
17
-
-
85034485723
-
-
School of Civil Engineering, Purdue University, Purdue, Ind.
-
Kim, J. K., Salgado, R., and Lovell, C. W. (1997). STABL - instructions for use. School of Civil Engineering, Purdue University, Purdue, Ind.
-
(1997)
STABL - Instructions for Use
-
-
Kim, J.K.1
Salgado, R.2
Lovell, C.W.3
-
18
-
-
0000020595
-
Limit analysis of plane problems in soil mechanics
-
ASCE
-
Lysmer, J. (1970). "Limit analysis of plane problems in soil mechanics." J. Soil Mech. and Found. Div., ASCE, 96(4), 1131-1334.
-
(1970)
J. Soil Mech. and Found. Div.
, vol.96
, Issue.4
, pp. 1131-1334
-
-
Lysmer, J.1
-
19
-
-
0024627017
-
Three dimensional analysis of locally loaded slopes
-
London, U.K.
-
Michalowski, R. L. (1989). "Three dimensional analysis of locally loaded slopes." Geotechnique, London, U.K., 39, 27-38.
-
(1989)
Geotechnique
, vol.39
, pp. 27-38
-
-
Michalowski, R.L.1
-
20
-
-
0037877462
-
Limit analysis of slopes subjected to pore pressure
-
Siriwardane and Zaman, eds.
-
Michalowski, R. L. (1994). "Limit analysis of slopes subjected to pore pressure." Computer methods and advances in geomechanics, Siriwardane and Zaman, eds., 2477-2482.
-
(1994)
Computer Methods and Advances in Geomechanics
, pp. 2477-2482
-
-
Michalowski, R.L.1
-
21
-
-
0024628792
-
A new analysis procedure to explain a slope failure at the Martin Lake mine
-
London, U.K.
-
Miller, T. W., and Hamilton, J. H. (1989). "A new analysis procedure to explain a slope failure at the Martin Lake mine." Geotechnique, London, U.K., 39(1), also see Discussion, 40, 145-147.
-
(1989)
Geotechnique
, vol.39
, Issue.1
-
-
Miller, T.W.1
Hamilton, J.H.2
-
22
-
-
85034472646
-
-
Miller, T. W., and Hamilton, J. H. (1989). "A new analysis procedure to explain a slope failure at the Martin Lake mine." Geotechnique, London, U.K., 39(1), also see Discussion, 40, 145-147.
-
Discussion
, vol.40
, pp. 145-147
-
-
-
23
-
-
85024165388
-
The analysis of the stability of generalized slip surfaces
-
London, U.K.
-
Morgenstern, N. R., and Price, V. E. (1965). "The analysis of the stability of generalized slip surfaces." Geotechnique, London, U.K., 15, 79-93.
-
(1965)
Geotechnique
, vol.15
, pp. 79-93
-
-
Morgenstern, N.R.1
Price, V.E.2
-
24
-
-
0016102164
-
On numerically accurate finite element solutions in the fully plastic range
-
Nagtegaal, J., Parks, D. M., and Rice, J. R. (1974). "On numerically accurate finite element solutions in the fully plastic range." Computational Methods of Appl. Mech. and Engrg., 4, 153-177.
-
(1974)
Computational Methods of Appl. Mech. and Engrg.
, vol.4
, pp. 153-177
-
-
Nagtegaal, J.1
Parks, D.M.2
Rice, J.R.3
-
25
-
-
0003107879
-
Chapter 2: A comparative review of limit equilibrium methods of stability analysis
-
M. G. Anderson and K. S. Richards, eds., John Wiley & Sons, Inc., New York, N.Y.
-
Nash, D. (1987). "Chapter 2: A comparative review of limit equilibrium methods of stability analysis." Slope Stability, M. G. Anderson and K. S. Richards, eds., John Wiley & Sons, Inc., New York, N.Y.
-
(1987)
Slope Stability
-
-
Nash, D.1
-
26
-
-
0024134211
-
A steepest edge active set algorithm for solving sparse linear programming problems
-
Sloan, S. W. (1988a). "A steepest edge active set algorithm for solving sparse linear programming problems." Int. J. Numer. Methods in Engrg., 26, 2671-2685.
-
(1988)
Int. J. Numer. Methods in Engrg.
, vol.26
, pp. 2671-2685
-
-
Sloan, S.W.1
-
27
-
-
0023842382
-
Lower bound limit analysis using finite elements and linear programming
-
Sloan, S. W. (1988b). "Lower bound limit analysis using finite elements and linear programming." Int. J. Numer. and Analytical Methods in Geomech., 12, 61-77.
-
(1988)
Int. J. Numer. and Analytical Methods in Geomech.
, vol.12
, pp. 61-77
-
-
Sloan, S.W.1
-
28
-
-
0024854044
-
Upper bound limit analysis using finite elements and linear programming
-
Sloan, S. W. (1989). "Upper bound limit analysis using finite elements and linear programming." Int. J. Numer. and Analytical Methods in Geomech., Vol. 13, 263-282.
-
(1989)
Int. J. Numer. and Analytical Methods in Geomech.
, vol.13
, pp. 263-282
-
-
Sloan, S.W.1
-
29
-
-
0012252038
-
Limit analysis in geotechnical engineering
-
C. M. Haberfield, ed., Monash University, Melbourne, Australia
-
Sloan, S. W. (1995). "Limit analysis in geotechnical engineering." Modern developments in geomechanics, C. M. Haberfield, ed., Monash University, Melbourne, Australia, 167-199.
-
(1995)
Modern Developments in Geomechanics
, pp. 167-199
-
-
Sloan, S.W.1
-
31
-
-
84984638278
-
A method of analysis of the stability of embankments assuming parallel inter-slice forces
-
London, U.K.
-
Spencer, E. (1967). "A method of analysis of the stability of embankments assuming parallel inter-slice forces." Geotechnique, London, U.K., 17, 11-26.
-
(1967)
Geotechnique
, vol.17
, pp. 11-26
-
-
Spencer, E.1
-
34
-
-
0000770139
-
Use of computers for slope stability analysis
-
ASCE
-
Whitman, R. W., and Bailey, W. A. (1967). "Use of computers for slope stability analysis." J. Soil Mech. and Found. Div., ASCE, 93(4), 475-498.
-
(1967)
J. Soil Mech. and Found. Div.
, vol.93
, Issue.4
, pp. 475-498
-
-
Whitman, R.W.1
Bailey, W.A.2
-
35
-
-
85034485536
-
Lower bound limit analysis of axisymmetric problems using finite elements and linear programming
-
Sydney
-
Yu, H. S., and Sloan, S. W. (1991a). "Lower bound limit analysis of axisymmetric problems using finite elements and linear programming." Proc., 6th Int. Conf. in Australia on Finite Elements, Vol. 1, Sydney, 48-52.
-
(1991)
Proc., 6th Int. Conf. in Australia on Finite Elements
, vol.1
, pp. 48-52
-
-
Yu, H.S.1
Sloan, S.W.2
-
36
-
-
3743098175
-
Lower bound limit analysis of plane problems in soil mechanics
-
Swansea, Wales
-
Yu, H. S., and Sloan, S. W. (1991b). "Lower bound limit analysis of plane problems in soil mechanics." Proc., Int. Conf. of Nonlinear Engineering Computations, Swansea, Wales, 329-338.
-
(1991)
Proc., Int. Conf. of Nonlinear Engineering Computations
, pp. 329-338
-
-
Yu, H.S.1
Sloan, S.W.2
-
37
-
-
0028183945
-
A note on bearing capacity of soft clays under embankments
-
ASCE
-
Yu, H. S., and Sloan, S. W. (1994). "A note on bearing capacity of soft clays under embankments." J. Geotech. Engrg., ASCE, 120(1), 246-255.
-
(1994)
J. Geotech. Engrg.
, vol.120
, Issue.1
, pp. 246-255
-
-
Yu, H.S.1
Sloan, S.W.2
-
38
-
-
0028444475
-
A quadratic element for upper bound limit analysis
-
Swansea, Wales
-
Yu, H. S., Sloan, S. W., and Kleeman, P. W. (1992). "A quadratic element for upper bound limit analysis." Engrg. Computations, Swansea, Wales, 11, 195-212.
-
(1992)
Engrg. Computations
, vol.11
, pp. 195-212
-
-
Yu, H.S.1
Sloan, S.W.2
Kleeman, P.W.3
|