-
1
-
-
0025919883
-
Cyclic response of calcareous soil from the northwest shelf of Australia
-
Airey, D.W. and Fahey, M. 1991. Cyclic response of calcareous soil from the northwest shelf of Australia. Géotechnique, 41(1): 101-122.
-
(1991)
Géotechnique
, vol.41
, Issue.1
, pp. 101-122
-
-
Airey, D.W.1
Fahey, M.2
-
2
-
-
0027789915
-
Triaxial testing of naturally cemented carbonate soil
-
Airey, D.W. 1993. Triaxial testing of naturally cemented carbonate soil. Journal of Geotechnical Engineering, 119(9): 1379-1398.
-
(1993)
Journal of Geotechnical Engineering
, vol.119
, Issue.9
, pp. 1379-1398
-
-
Airey, D.W.1
-
3
-
-
0026096060
-
Geotechnical properties of the Corinth Canal marls
-
Anagnostopoulos, A.G., Kalteziotis, N., Tsiambaos, G.K. and Kavvadas, M. 1991. Geotechnical properties of the Corinth Canal marls. Geotechnical and Geological Engineering, 9: 1-26.
-
(1991)
Geotechnical and Geological Engineering
, vol.9
, pp. 1-26
-
-
Anagnostopoulos, A.G.1
Kalteziotis, N.2
Tsiambaos, G.K.3
Kavvadas, M.4
-
4
-
-
0038303212
-
Triaxial behaviour of a cemented gravely sand, Tehran alluvium
-
Asghari, E., Toll, D.G. and Haeri, S.M. 2003. Triaxial behaviour of a cemented gravely sand, Tehran alluvium. Geotechnical and Geological Engineering, 21: 1-28.
-
(2003)
Geotechnical and Geological Engineering
, vol.21
, pp. 1-28
-
-
Asghari, E.1
Toll, D.G.2
Haeri, S.M.3
-
6
-
-
35448940779
-
Relative density effects on undrained sand behaviour at high pressures
-
Bopp, P.A. and Lade, P.V. 2005. Relative density effects on undrained sand behaviour at high pressures. Soils and Foundations, 45(1): 15-26.
-
(2005)
Soils and Foundations
, vol.45
, Issue.1
, pp. 15-26
-
-
Bopp, P.A.1
Lade, P.V.2
-
7
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M.D. 1986. The strength and dilatancy of sands. Geotechnique, 20(1): 65-78.
-
(1986)
Geotechnique
, vol.20
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
9
-
-
79952303360
-
Experimental observations and theoretical predictions of shakedown is soils under wheel loading
-
In: Ellis E., Yu H.S., McDowell G., Dawson A., Thom N., editors London: Taylor and Francis, London
-
Brown, S.F., Juspi, S. and Yu, H.S. 2008. "Experimental observations and theoretical predictions of shakedown is soils under wheel loading". In Advances in Transportation Geotechnics, Edited by: Ellis, E., Yu, H.S., McDowell, G., Dawson, A. and Thom, N. 707-712. London: Taylor and Francis, London.
-
(2008)
Advances in Transportation Geotechnics
, pp. 707-712
-
-
Brown, S.F.1
Juspi, S.2
Yu, H.S.3
-
10
-
-
0029667298
-
Strain softening and shear band formation of sand in multi-axial testing
-
Chu, J., Lo, S.-C.R. and Lee, I.K. 1996. Strain softening and shear band formation of sand in multi-axial testing. Géotechnique, 46(1): 63-82.
-
(1996)
Géotechnique
, vol.46
, Issue.1
, pp. 63-82
-
-
Chu, J.1
Lo, S.-C.R.2
Lee, I.K.3
-
12
-
-
57949092507
-
Effect of loading mode on strain softening and instability behavior of sand in plane-strain tests
-
Chu, J. and Wanatowski, D. 2009. Effect of loading mode on strain softening and instability behavior of sand in plane-strain tests. Journal of Geotechnical and Geoenvironmental Engineering, 135(1): 108-120.
-
(2009)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.135
, Issue.1
, pp. 108-120
-
-
Chu, J.1
Wanatowski, D.2
-
13
-
-
0019582251
-
Cemented sands under static loading
-
Clough, G.W., Sitar, N., Bachus, R.C. and Rad, N.S. 1981. Cemented sands under static loading. Journal of the Geotechnical Engineering Division, 107(6): 799-817.
-
(1981)
Journal of the Geotechnical Engineering Division
, vol.107
, Issue.6
, pp. 799-817
-
-
Clough, G.W.1
Sitar, N.2
Bachus, R.C.3
Rad, N.S.4
-
14
-
-
0033998495
-
The influence of curing under stress on the triaxial response of cemented soils
-
Consoli, N.C., Rotta, G.V. and Prietto, P.D.M. 2000. The influence of curing under stress on the triaxial response of cemented soils. Geotechnique, 50(1): 99-105.
-
(2000)
Geotechnique
, vol.50
, Issue.1
, pp. 99-105
-
-
Consoli, N.C.1
Rotta, G.V.2
Prietto, P.D.M.3
-
15
-
-
27744598877
-
Effect of fiber reinforcement on the isotropic compression behavior of a sand
-
Consoli, N.C., Casagrande, M.D.T. and Coop, M.R. 2005. Effect of fiber reinforcement on the isotropic compression behavior of a sand. Journal of Geotechnical and Geoenvironmental Engineering, 131(11): 1434-1436.
-
(2005)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.131
, Issue.11
, pp. 1434-1436
-
-
Consoli, N.C.1
Casagrande, M.D.T.2
Coop, M.R.3
-
16
-
-
33144459573
-
Yielding-compressibility-strength relationship for an artificially cemented soil cured under stress
-
Consoli, N.C., Rotta, G.V. and Prietto, P.D.M. 2006. Yielding-compressibility-strength relationship for an artificially cemented soil cured under stress. Geotechnique, 56(1): 69-72.
-
(2006)
Geotechnique
, vol.56
, Issue.1
, pp. 69-72
-
-
Consoli, N.C.1
Rotta, G.V.2
Prietto, P.D.M.3
-
17
-
-
67349246274
-
Fiber reinforcement effects on sand considering a wide cementation range
-
Consoli, N.C., Vendruscolo, M.A., Fonini, A. and Dalla Rosa, F. 2009. Fiber reinforcement effects on sand considering a wide cementation range. Geotextiles and Geomembranes, 27(3): 196-203.
-
(2009)
Geotextiles and Geomembranes
, vol.27
, Issue.3
, pp. 196-203
-
-
Consoli, N.C.1
Vendruscolo, M.A.2
Fonini, A.3
Dalla Rosa, F.4
-
18
-
-
0027519060
-
The mechanics of cemented carbonate sands
-
Coop, M.R. and Atkinson, J.H. 1993. The mechanics of cemented carbonate sands. Géotechnique, 43(1): 53-67.
-
(1993)
Géotechnique
, vol.43
, Issue.1
, pp. 53-67
-
-
Coop, M.R.1
Atkinson, J.H.2
-
19
-
-
0031213491
-
Yielding and pre-failure deformation of structured sands
-
Cuccovillo, T. and Coop, M.R. 1997. Yielding and pre-failure deformation of structured sands. Geotechnique, 47(3): 491-508.
-
(1997)
Geotechnique
, vol.47
, Issue.3
, pp. 491-508
-
-
Cuccovillo, T.1
Coop, M.R.2
-
20
-
-
0033382201
-
On the mechanics of structured sands
-
Cuccovillo, T. and Coop, M.R. 1999. On the mechanics of structured sands. Géotechnique, 49(6): 741-760.
-
(1999)
Géotechnique
, vol.49
, Issue.6
, pp. 741-760
-
-
Cuccovillo, T.1
Coop, M.R.2
-
21
-
-
57849092355
-
An experimental investigation of the behaviour of artificially cemented soil cured under stress
-
Dalla Rosa, F., Consoli, N.C. and Baudet, B.A. 2008. An experimental investigation of the behaviour of artificially cemented soil cured under stress. Géotechnique, 58(8): 675-679.
-
(2008)
Géotechnique
, vol.58
, Issue.8
, pp. 675-679
-
-
Dalla Rosa, F.1
Consoli, N.C.2
Baudet, B.A.3
-
22
-
-
77953332321
-
High-pressure isotropic compression tests on fiber-reinforced cemented sand
-
dos Santos, A.P.S., Consoli, N.C., Heineck, K.S. and Coop, M.R. 2010. High-pressure isotropic compression tests on fiber-reinforced cemented sand. Journal of Geotechnical and Geoenvironmental Engineering, 136(6): 885-890.
-
(2010)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.136
, Issue.6
, pp. 885-890
-
-
dos Santos, A.P.S.1
Consoli, N.C.2
Heineck, K.S.3
Coop, M.R.4
-
23
-
-
23144441645
-
The effect of gypsum cementation on the mechanical behaviour of gravely sands
-
Haeri, S.M., Hamidi, A. and Tabatabaee, N. 2005. The effect of gypsum cementation on the mechanical behaviour of gravely sands. Geotechnical Testing Journal, 28(4): 380-390.
-
(2005)
Geotechnical Testing Journal
, vol.28
, Issue.4
, pp. 380-390
-
-
Haeri, S.M.1
Hamidi, A.2
Tabatabaee, N.3
-
24
-
-
33745857302
-
Effect of cement type on the mechanical behaviour of a gravely sand
-
Haeri, S.M., Hamidi, A., Hosseini, S.M., Asghari, E. and Toll, D.G. 2006. Effect of cement type on the mechanical behaviour of a gravely sand. Geotechnical and Geological Engineering, 24(2): 335-360.
-
(2006)
Geotechnical and Geological Engineering
, vol.24
, Issue.2
, pp. 335-360
-
-
Haeri, S.M.1
Hamidi, A.2
Hosseini, S.M.3
Asghari, E.4
Toll, D.G.5
-
25
-
-
0002600116
-
Effects of cement and density on an artificially cemented sand
-
In: Anagnostopoulos A., Schlosser F., Kalteziotis N., Frank R., editors Rotterdam: Balkema
-
Huang, J.T. and Airey, D.W. 1993. "Effects of cement and density on an artificially cemented sand". In Geotechnical Engineering of Hard Soils-Soft Rocks, Edited by: Anagnostopoulos, A., Schlosser, F., Kalteziotis, N. and Frank, R. 553-560. Rotterdam: Balkema.
-
(1993)
Geotechnical Engineering of Hard Soils-Soft Rocks
, pp. 553-560
-
-
Huang, J.T.1
Airey, D.W.2
-
27
-
-
0036623075
-
Cementation of porous materials using calcite
-
Ismail, M.A., Joer, H.A., Randolph, M.F. and Meritt, A. 2002. Cementation of porous materials using calcite. Géotechnique, 52(5): 313-324.
-
(2002)
Géotechnique
, vol.52
, Issue.5
, pp. 313-324
-
-
Ismail, M.A.1
Joer, H.A.2
Randolph, M.F.3
Meritt, A.4
-
28
-
-
0021498876
-
The measurement of soil stiffness in the triaxial apparatus
-
Jardine, R.J., Symes, M.J. and Burland, J.B. 1984. The measurement of soil stiffness in the triaxial apparatus. Géotechnique, 34(3): 323-340.
-
(1984)
Géotechnique
, vol.34
, Issue.3
, pp. 323-340
-
-
Jardine, R.J.1
Symes, M.J.2
Burland, J.B.3
-
29
-
-
0034253972
-
Implications for critical state theory from isotropic compression of sand
-
Jefferies, M. and Been, K. 2000. Implications for critical state theory from isotropic compression of sand. Géotechnique, 50(4): 419-429.
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 419-429
-
-
Jefferies, M.1
Been, K.2
-
30
-
-
0003140358
-
Preparing test specimens using undercompaction
-
Ladd, R.S. 1978. Preparing test specimens using undercompaction. Geotechnical Testing Journal, 1(1): 16-23.
-
(1978)
Geotechnical Testing Journal
, vol.1
, Issue.1
, pp. 16-23
-
-
Ladd, R.S.1
-
32
-
-
0030422683
-
Undrained sand behaviour in axisymmetric tests at high pressures
-
Lade, P.V. and Yamamuro, J.A. 1996. Undrained sand behaviour in axisymmetric tests at high pressures. Journal of Geotechnical Engineering, 122(2): 120-129.
-
(1996)
Journal of Geotechnical Engineering
, vol.122
, Issue.2
, pp. 120-129
-
-
Lade, P.V.1
Yamamuro, J.A.2
-
33
-
-
0030390147
-
Significance of particle crushing in granular materials
-
Lade, P.V., Yamamuro, J.A. and Bopp, P.A. 1996. Significance of particle crushing in granular materials. Journal of Geotechnical Engineering, 122(4): 309-316.
-
(1996)
Journal of Geotechnical Engineering
, vol.122
, Issue.4
, pp. 309-316
-
-
Lade, P.V.1
Yamamuro, J.A.2
Bopp, P.A.3
-
34
-
-
0029415875
-
An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
-
Lagioia, R. and Nova, R. 1995. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique, 45(4): 633-648.
-
(1995)
Géotechnique
, vol.45
, Issue.4
, pp. 633-648
-
-
Lagioia, R.1
Nova, R.2
-
35
-
-
85167985860
-
Observational approach to membrane and area corrections in triaxial tests
-
In: Donaghe R.T., Chaney R.C., Silver M.L., editors Philadelphia: American Society for Testing and Materials
-
La Rochelle, P., Leroueil, S., Trak, B., Blais-Leroux, L. and Tavenas, F. 1988. "Observational approach to membrane and area corrections in triaxial tests". In Advanced Triaxial Testing of Soil and R, ASTM STP 977, Edited by: Donaghe, R.T., Chaney, R.C. and Silver, M.L. 715-731. Philadelphia: American Society for Testing and Materials.
-
(1988)
Advanced Triaxial Testing of Soil and R, ASTM STP 977
, pp. 715-731
-
-
La Rochelle, P.1
Leroueil, S.2
Trak, B.3
Blais-Leroux, L.4
Tavenas, F.5
-
36
-
-
0002914964
-
Compressibility and crushing of granular soils in anisotropic triaxial compression
-
Lee, K.L. and Farhoomand, I. 1967. Compressibility and crushing of granular soils in anisotropic triaxial compression. Canadian Geotechnical Journal, 4(1): 68-86.
-
(1967)
Canadian Geotechnical Journal
, vol.4
, Issue.1
, pp. 68-86
-
-
Lee, K.L.1
Farhoomand, I.2
-
38
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil, S. and Vaughan, P.R. 1990. The general and congruent effects of structure in natural soils and weak rocks. Géotechnique, 40(3): 467-488.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
39
-
-
0035311247
-
Natural slopes and cuts: movement and failure mechanisms
-
Leroueil, S. 2001. Natural slopes and cuts: movement and failure mechanisms. Géotechnique, 51(3): 197-243.
-
(2001)
Géotechnique
, vol.51
, Issue.3
, pp. 197-243
-
-
Leroueil, S.1
-
40
-
-
0034253834
-
Dilatancy for cohesionless soils
-
Li, X.S. and Dafalias, Y.F. 2000. Dilatancy for cohesionless soils. Geotechnique, 50(4): 449-460.
-
(2000)
Geotechnique
, vol.50
, Issue.4
, pp. 449-460
-
-
Li, X.S.1
Dafalias, Y.F.2
-
41
-
-
0036009658
-
Strength and dilatancy of a silt stabilized by a cement and fly ash mixture
-
Lo, S.-C.R. and Wardani, S.P.R. 2002. Strength and dilatancy of a silt stabilized by a cement and fly ash mixture. Canadian Geotechnical Journal, 39: 77-89.
-
(2002)
Canadian Geotechnical Journal
, vol.39
, pp. 77-89
-
-
Lo, S.-C.R.1
Wardani, S.P.R.2
-
42
-
-
4043173331
-
An experimental study of the mechanics of two weakly cemented soils
-
Lo, S.-C.R., Lade, P.V. and Wardani, S.P.R. 2003. An experimental study of the mechanics of two weakly cemented soils. Geotechnical Testing Journal, 26(3): 328-341.
-
(2003)
Geotechnical Testing Journal
, vol.26
, Issue.3
, pp. 328-341
-
-
Lo, S.-C.R.1
Lade, P.V.2
Wardani, S.P.R.3
-
45
-
-
0034017436
-
Drained probing triaxial tests on a weakly bonded artificial soil
-
Malandraki, V. and Toll, D.G. 2000. Drained probing triaxial tests on a weakly bonded artificial soil. Géotechnique, 50(2): 141-151.
-
(2000)
Géotechnique
, vol.50
, Issue.2
, pp. 141-151
-
-
Malandraki, V.1
Toll, D.G.2
-
46
-
-
0030382664
-
The fractal crushing of granular materials
-
McDowell, G.R., Bolton, M.D. and Robertson, D. 1996. The fractal crushing of granular materials. Journal of the Mechanics and Physics of Solids, 44: 2079-2102.
-
(1996)
Journal of the Mechanics and Physics of Solids
, vol.44
, pp. 2079-2102
-
-
McDowell, G.R.1
Bolton, M.D.2
Robertson, D.3
-
47
-
-
0032179775
-
On the micromechanics of crushable aggregates
-
McDowell, G.R. and Bolton, M.D. 1998. On the micromechanics of crushable aggregates. Geotechnique, 48(5): 667-679.
-
(1998)
Geotechnique
, vol.48
, Issue.5
, pp. 667-679
-
-
McDowell, G.R.1
Bolton, M.D.2
-
48
-
-
0011517080
-
A constitutive model under monotonic and cyclic loading
-
In: Pande G., Zienkiewicz O.C., editors New York: John Wiley & Sons Ltd
-
Nova, R. 1982. "A constitutive model under monotonic and cyclic loading". In Soil Mechanics- Transient and Cyclic Loads, Edited by: Pande, G. and Zienkiewicz, O.C. 343-373. New York: John Wiley & Sons Ltd.
-
(1982)
Soil Mechanics- Transient and Cyclic Loads
, pp. 343-373
-
-
Nova, R.1
-
49
-
-
0022333987
-
Static behaviour of variably cemented beach sands
-
In: Chaney R.C., Demars K.R., editors Philadelphia: ASTM
-
Rad, N.S. and Clough, G.W. 1985. "Static behaviour of variably cemented beach sands". In Strength Testing of Marine Sediments: Laboratory and In-Situ Measurements, ASTM STP 883, Edited by: Chaney, R.C. and Demars, K.R. 306-317. Philadelphia: ASTM.
-
(1985)
Strength Testing of Marine Sediments: Laboratory and In-Situ Measurements, ASTM STP 883
, pp. 306-317
-
-
Rad, N.S.1
Clough, G.W.2
-
50
-
-
0001130448
-
Strength and dilatancy of natural and reconstituted Vallerica clay
-
In: Anagnostopoulos A., Schlosser F., Kalteziotis N., Frank R., editors Rotterdam: Balkema
-
Rampello, S., Viggiani, G. and Georgiannou, V.N. 1993. "Strength and dilatancy of natural and reconstituted Vallerica clay". In Geotechnical Engineering of Hard Soils-Soft Rocks, Edited by: Anagnostopoulos, A., Schlosser, F., Kalteziotis, N. and Frank, R. 761-768. Rotterdam: Balkema.
-
(1993)
Geotechnical Engineering of Hard Soils-Soft Rocks
, pp. 761-768
-
-
Rampello, S.1
Viggiani, G.2
Georgiannou, V.N.3
-
51
-
-
0038344412
-
Isotropic yielding in an artificially cemented soil cured under stress
-
Rotta, G.V., Consoli, N.C., Prietto, P.D.M., Coop, M.R. and Graham, J. 2003. Isotropic yielding in an artificially cemented soil cured under stress. Géotechnique, 53(5): 493-501.
-
(2003)
Géotechnique
, vol.53
, Issue.5
, pp. 493-501
-
-
Rotta, G.V.1
Consoli, N.C.2
Prietto, P.D.M.3
Coop, M.R.4
Graham, J.5
-
52
-
-
0000738064
-
The stress dilatancy relationship for static equilibrium of an assembly of particles in contact
-
Rowe, P.W. 1962. The stress dilatancy relationship for static equilibrium of an assembly of particles in contact. Proceedings of the Royal Society, A, 269: 500-527.
-
(1962)
Proceedings of the Royal Society, A
, vol.269
, pp. 500-527
-
-
Rowe, P.W.1
-
53
-
-
0002786251
-
The relation between the shear strength of sands in triaxial compression, plane strain, and direct shear
-
Rowe, P.W. 1969. The relation between the shear strength of sands in triaxial compression, plane strain, and direct shear. Géotechnique, 19(1): 75-86.
-
(1969)
Géotechnique
, vol.19
, Issue.1
, pp. 75-86
-
-
Rowe, P.W.1
-
54
-
-
0012077599
-
Liquefaction resistance of artificially cemented sand
-
Saxena, S.K., Reddy, K.R. and Avramidis, A.S. 1988. Liquefaction resistance of artificially cemented sand. Journal of Geotechnical Engineering, 114(12): 1395-1413.
-
(1988)
Journal of Geotechnical Engineering
, vol.114
, Issue.12
, pp. 1395-1413
-
-
Saxena, S.K.1
Reddy, K.R.2
Avramidis, A.S.3
-
55
-
-
0035473715
-
Characterization of cemented sand in triaxial compression
-
Schnaid, F., Prietto, P.D.M. and Consoli, N.C. 2001. Characterization of cemented sand in triaxial compression. Journal of Geotechnical and Geoenvironmental Engineering, 127(10): 857-868.
-
(2001)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.127
, Issue.10
, pp. 857-868
-
-
Schnaid, F.1
Prietto, P.D.M.2
Consoli, N.C.3
-
56
-
-
54949138912
-
Effect of specimen preparation method on the stress-strain behavior of sand in plane-strain compression tests
-
Wanatowski, D. and Chu, J. 2008. Effect of specimen preparation method on the stress-strain behavior of sand in plane-strain compression tests. Geotechnical Testing Journal, 31(4): 308-320.
-
(2008)
Geotechnical Testing Journal
, vol.31
, Issue.4
, pp. 308-320
-
-
Wanatowski, D.1
Chu, J.2
-
57
-
-
41849133930
-
A particulate-scale investigation of cemented sand behaviour
-
Wang, Y.H. and Leung, S.C. 2008. A particulate-scale investigation of cemented sand behaviour. Canadian Geotechnical Journal, 45: 29-44.
-
(2008)
Canadian Geotechnical Journal
, vol.45
, pp. 29-44
-
-
Wang, Y.H.1
Leung, S.C.2
-
58
-
-
0015141474
-
Consolidation at constant rate of strain
-
Wissa, A.E.Z., Christian, J.T., Davis, E.H. and Heiberg, S. 1971. Consolidation at constant rate of strain. Journal of the Soil Mechanics and Foundations Division, 97(SM10): 1393-1411.
-
(1971)
Journal of the Soil Mechanics and Foundations Division
, vol.97
, Issue.SM10
, pp. 1393-1411
-
-
Wissa, A.E.Z.1
Christian, J.T.2
Davis, E.H.3
Heiberg, S.4
-
60
-
-
0030418362
-
Drained sand behaviour in axisymmetric tests at high pressures
-
Yamamuro, J.A. and Lade, P.V. 1996. Drained sand behaviour in axisymmetric tests at high pressures. Journal of Geotechnical Engineering, 122(2): 109-119.
-
(1996)
Journal of Geotechnical Engineering
, vol.122
, Issue.2
, pp. 109-119
-
-
Yamamuro, J.A.1
Lade, P.V.2
-
62
-
-
27744551914
-
Experimental evaluation and extension of a simple critical state model for sand
-
Yu, H.S., Khong, C.D., Wang, J. and Zhang, G. 2005. Experimental evaluation and extension of a simple critical state model for sand. Granular Matter, 7: 213-225.
-
(2005)
Granular Matter
, vol.7
, pp. 213-225
-
-
Yu, H.S.1
Khong, C.D.2
Wang, J.3
Zhang, G.4
-
63
-
-
34248391432
-
A critical state framework for modelling bonded materials
-
Yu, H.S., Tan, S.M. and Schnaid, F. 2007. A critical state framework for modelling bonded materials. Geomechanics and Geoengineering, 2(1): 61-74.
-
(2007)
Geomechanics and Geoengineering
, vol.2
, Issue.1
, pp. 61-74
-
-
Yu, H.S.1
Tan, S.M.2
Schnaid, F.3
|