-
2
-
-
0027789915
-
Triaxial testing of naturally cemented carbonate soil
-
9
-
Airey D.W. (1993). Triaxial testing of naturally cemented carbonate soil. J. Geotech. Eng. ASCE 119(9): 1379-1398
-
(1993)
J. Geotech. Eng. ASCE
, vol.119
, pp. 1379-1398
-
-
Airey, D.W.1
-
3
-
-
0025919883
-
Cyclic response of calcareous soil from the North-West Shelf of Australia
-
1
-
Airey D.W. and Fahey M. (1991). Cyclic response of calcareous soil from the North-West Shelf of Australia. Géotechnique 41(1): 101-121
-
(1991)
Géotechnique
, vol.41
, pp. 101-121
-
-
Airey, D.W.1
Fahey, M.2
-
4
-
-
0033382201
-
On the mechanics of structured sands
-
6
-
Cuccovillo T. and Coop M.R. (1999). On the mechanics of structured sands. Géotechnique 49(6): 741-760
-
(1999)
Géotechnique
, vol.49
, pp. 741-760
-
-
Cuccovillo, T.1
Coop, M.R.2
-
5
-
-
0031213491
-
Yielding and pre-failure deformation of structured sands
-
3
-
Cuccovillo T. and Coop M.R. (1997). Yielding and pre-failure deformation of structured sands. Géotechnique 47(3): 491-508
-
(1997)
Géotechnique
, vol.47
, pp. 491-508
-
-
Cuccovillo, T.1
Coop, M.R.2
-
6
-
-
0000640605
-
Cementation effects in frictional materials
-
10
-
Lade P.V. and Overton D.D. (1989). Cementation effects in frictional materials. J. Geotech. Eng. ASCE 115(10): 1373-1387
-
(1989)
J. Geotech. Eng. ASCE
, vol.115
, pp. 1373-1387
-
-
Lade, P.V.1
Overton, D.D.2
-
7
-
-
0025645141
-
On the compressibility and shear strength of natural clays
-
3
-
Burland J.B. (1990). On the compressibility and shear strength of natural clays. Géotechnique 40(3): 329-378
-
(1990)
Géotechnique
, vol.40
, pp. 329-378
-
-
Burland, J.B.1
-
8
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
3
-
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
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
9
-
-
33745896460
-
The behavior of artificially-prepared structured clay and its numerical simulation
-
Hamburg, Germany
-
Jiang, M.J., Shen, Z.J.: The behavior of artificially-prepared structured clay and its numerical simulation. In: Proceedings of XIV International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Germany, I, pp 319-322 (1997)
-
(1997)
Proceedings of XIV International Conference on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 319-322
-
-
Jiang, M.J.1
Shen, Z.J.2
-
10
-
-
16644400720
-
Microanalysis on shear band of structured clays
-
2
-
Jiang M.J. and Shen Z.J. (1998). Microanalysis on shear band of structured clays. Chin. J. Geotech. Eng. 20(2): 102-108
-
(1998)
Chin. J. Geotech. Eng.
, vol.20
, pp. 102-108
-
-
Jiang, M.J.1
Shen, Z.J.2
-
11
-
-
0002318293
-
Elasto-plastic damage model of structured clays (in Chinese)
-
3
-
Shen Z.J. (1993). Elasto-plastic damage model of structured clays (in Chinese). Chin. J. Geotech. Eng. 15(3): 21-28
-
(1993)
Chin. J. Geotech. Eng.
, vol.15
, pp. 21-28
-
-
Shen, Z.J.1
-
12
-
-
17944383010
-
A structural suction model for structured clays
-
Nanjing, China
-
Jiang, M.J., Shen, Z.J.: A structural suction model for structured clays. In: Proceedings of 2nd International Conference on Soft Soil Engineering, Nanjing, China, pp 231-242 (1996)
-
(1996)
Proceedings of 2nd International Conference on Soft Soil Engineering
, pp. 231-242
-
-
Jiang, M.J.1
Shen, Z.J.2
-
13
-
-
0034111811
-
A constitutive model for structured soils
-
3
-
Kavvadas J. and Amorosi A. (2000). A constitutive model for structured soils. Géotechnique 50(3): 263-273
-
(2000)
Géotechnique
, vol.50
, pp. 263-273
-
-
Kavvadas, J.1
Amorosi, A.2
-
14
-
-
0034100589
-
A kinematic hardening constitutive model for natural clays with loss of structure
-
2
-
Rouainia M. and Muir Wood D. (2000). A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique 50(2): 152-164
-
(2000)
Géotechnique
, vol.50
, pp. 152-164
-
-
Rouainia, M.1
Muir Wood, D.2
-
15
-
-
0142198969
-
Modelling of natural soft clay destruction processes using viscoplasticity theory
-
8
-
Rocchi G., Fontana M. and Prat M.D. (2003). Modelling of natural soft clay destruction processes using viscoplasticity theory. Géotechnique 53(8): 729-745
-
(2003)
Géotechnique
, vol.53
, pp. 729-745
-
-
Rocchi, G.1
Fontana, M.2
Prat, M.D.3
-
16
-
-
2542428720
-
A constitutive model for structured soils
-
4
-
Baudet B. and Stallebrass S. (2004). A constitutive model for structured soils. Géotechnique 54(4): 269-278
-
(2004)
Géotechnique
, vol.54
, pp. 269-278
-
-
Baudet, B.1
Stallebrass, S.2
-
17
-
-
0041854206
-
A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
-
Nova R., Castellanza R. and Tamagnini C. (2003). A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int. J. Numer. Anal. Meth. Geomech. 27: 705-732
-
(2003)
Int. J. Numer. Anal. Meth. Geomech.
, vol.27
, pp. 705-732
-
-
Nova, R.1
Castellanza, R.2
Tamagnini, C.3
-
18
-
-
0036740754
-
Fracture modelling using a microstructural mechanics approach I. Theory and formulation
-
17
-
Chang C.S., Wang T.K., Sluys L.J. and van Mier J.G.M. (2002). Fracture modelling using a microstructural mechanics approach I. Theory and formulation. Eng. Fract. Mech. 69(17): 1941-1958
-
(2002)
Eng. Fract. Mech.
, vol.69
, pp. 1941-1958
-
-
Chang, C.S.1
Wang, T.K.2
Sluys, L.J.3
Van Mier, J.G.M.4
-
19
-
-
13244281962
-
Mix-Mode Elastic Finite Element Formulation for Bonded Granular Material
-
2
-
Chang C.S. and Shi Q. (2005). Mix-Mode Elastic Finite Element Formulation for Bonded Granular Material. J. Eng. Mech. ASCE 131(2): 120-130
-
(2005)
J. Eng. Mech. ASCE
, vol.131
, pp. 120-130
-
-
Chang, C.S.1
Shi, Q.2
-
20
-
-
33746195455
-
Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity
-
1
-
Tejchman J. (2006). Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity. Comput. Geotech. 33(1): 29-46
-
(2006)
Comput. Geotech.
, vol.33
, pp. 29-46
-
-
Tejchman, J.1
-
21
-
-
0031849987
-
Rolling resistance at contacts in simulation of shear band development by DEM
-
Iwashita K. and Oda M. (1998). Rolling resistance at contacts in simulation of shear band development by DEM. J. Eng. Mech. ASCE 124: 285-92
-
(1998)
J. Eng. Mech. ASCE
, vol.124
, pp. 285-92
-
-
Iwashita, K.1
Oda, M.2
-
22
-
-
33646363309
-
Kinematic variables bridging discrete and continuum granular mechanics
-
5
-
Jiang M.J., Yu H.S. and Harris D. (2006). Kinematic variables bridging discrete and continuum granular mechanics. Mech. Res. Commun. 33(5): 651-666
-
(2006)
Mech. Res. Commun.
, vol.33
, pp. 651-666
-
-
Jiang, M.J.1
Yu, H.S.2
Harris, D.3
-
23
-
-
33751507510
-
Future continuum models for granular materials in penetration analyses
-
Jiang M.J., Harris D. and Zhu H.H. (2007). Future continuum models for granular materials in penetration analyses. Granular Matter 9: 97-108
-
(2007)
Granular Matter
, vol.9
, pp. 97-108
-
-
Jiang, M.J.1
Harris, D.2
Zhu, H.H.3
-
24
-
-
31444455952
-
Microscopic evaluation of strain distribution in granular materials during shear
-
1
-
Alshibli KA and Alramahi B.A. (2006). Microscopic evaluation of strain distribution in granular materials during shear. J. Geotech. Geoenviron. Eng. (ASCE) 132(1): 80-91
-
(2006)
J. Geotech. Geoenviron. Eng. (ASCE)
, vol.132
, pp. 80-91
-
-
Alshibli, K.A.1
Alramahi, B.A.2
-
25
-
-
33745928982
-
DEM study of microstructured soil
-
Hamilton
-
Jiang, M.J., Leroueil, S., Konrad, J.M.: DEM study of microstructured soil. In: 55th CSCE-ASCE conference, Hamilton, pp 313-320 (2002)
-
(2002)
55th CSCE-ASCE Conference
, pp. 313-320
-
-
Jiang, M.J.1
Leroueil, S.2
Konrad, J.M.3
-
26
-
-
27644551360
-
Yielding of microstructured geomaterial by distinct element method analysis
-
11
-
Jiang M.J., Leroueil S. and Konrad J.M. (2005). Yielding of microstructured geomaterial by distinct element method analysis. J. Eng. Mech. ASCE 131(11): 1209-1213
-
(2005)
J. Eng. Mech. ASCE
, vol.131
, pp. 1209-1213
-
-
Jiang, M.J.1
Leroueil, S.2
Konrad, J.M.3
-
27
-
-
33846662688
-
A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by discrete element method
-
Jiang M.J., Yu H.-S. and Leroueil S. (2007). A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by discrete element method. Int. J. Numer. Methods Eng. 69: 1158-1193
-
(2007)
Int. J. Numer. Methods Eng.
, vol.69
, pp. 1158-1193
-
-
Jiang, M.J.1
Yu, H.-S.2
Leroueil, S.3
-
28
-
-
23644457935
-
A novel discrete model for granular material incorporating rolling resistance
-
5
-
Jiang M.J., Yu H.S. and Harris D. (2005). A novel discrete model for granular material incorporating rolling resistance. Comput. Geotech. 32(5): 340-357
-
(2005)
Comput. Geotech.
, vol.32
, pp. 340-357
-
-
Jiang, M.J.1
Yu, H.S.2
Harris, D.3
-
29
-
-
33746253325
-
A microstructure-based simulation environment on the basis of an interface enhanced particle model
-
3-4
-
D'Addetta G.A. and Ramm E. (2006). A microstructure-based simulation environment on the basis of an interface enhanced particle model. Granular Matter 8(3-4): 159-174
-
(2006)
Granular Matter
, vol.8
, pp. 159-174
-
-
D'Addetta, G.A.1
Ramm, E.2
-
30
-
-
0002258565
-
A micromechanically-based micropolar theory for deformation of granular solids
-
Chang C.S. and Ma L. (1991). A micromechanically-based micropolar theory for deformation of granular solids. Int. J. Solids Struct. 28: 67-86
-
(1991)
Int. J. Solids Struct.
, vol.28
, pp. 67-86
-
-
Chang, C.S.1
Ma, L.2
-
31
-
-
0018441375
-
The distinct numerical model for granular assemblies
-
Cundall P.A. and Strack O.D.L. (1979). The distinct numerical model for granular assemblies. Géotechnique 29: 47-65
-
(1979)
Géotechnique
, vol.29
, pp. 47-65
-
-
Cundall, P.A.1
Strack, O.D.L.2
-
32
-
-
4644258210
-
Insight into shear strength functions of unsaturated granulates by DEM analyses
-
6
-
Jiang M.J., Leroueil S. and Konrad J.M. (2004). Insight into shear strength functions of unsaturated granulates by DEM analyses. Comput. Geotech. 31(6): 473-489
-
(2004)
Comput. Geotech.
, vol.31
, pp. 473-489
-
-
Jiang, M.J.1
Leroueil, S.2
Konrad, J.M.3
-
34
-
-
0026614707
-
Micromechanical features of granular assemblies with planar elliptical particles
-
1
-
Rothenburg L. and Bathurst R.J. (1992). Micromechanical features of granular assemblies with planar elliptical particles. Géotechnique 42(1): 79-95
-
(1992)
Géotechnique
, vol.42
, pp. 79-95
-
-
Rothenburg, L.1
Bathurst, R.J.2
-
35
-
-
0034002535
-
Numerical simulation of deviatoric shear deformation of granular media
-
1
-
Thornton C. (2000). Numerical simulation of deviatoric shear deformation of granular media. Ge'otechnique 50(1): 43-53
-
(2000)
Ge'Otechnique
, vol.50
, pp. 43-53
-
-
Thornton, C.1
-
36
-
-
20444494923
-
Kinematic models for non-coaxial granular materials. Part II: Evaluation
-
7
-
Jiang M.J., Harris D. and Yu H.-S. (2005). Kinematic models for non-coaxial granular materials. Part II: evaluation. Int. J. Numer. Anal. Methods Geomech. 29(7): 663-689
-
(2005)
Int. J. Numer. Anal. Methods Geomech.
, vol.29
, pp. 663-689
-
-
Jiang, M.J.1
Harris, D.2
Yu, H.-S.3
-
37
-
-
0031280380
-
Rolling compliance for elastic and visco-elastic conforming binder contact
-
31-32
-
Zhu H., Chang C.S. and Rish J.W. (1997). Rolling compliance for elastic and visco-elastic conforming binder contact. Int. J. Solids Struct. 34(31-32): 4073-4086
-
(1997)
Int. J. Solids Struct.
, vol.34
, pp. 4073-4086
-
-
Zhu, H.1
Chang, C.S.2
Rish, J.W.3
-
38
-
-
0031280380
-
2-D Normal compliances for elastic and visco-elastic binder contact with finite particle size effect
-
31-32
-
Zhu H., Chang C.S. and Lou K.A. (1997). 2-D Normal compliances for elastic and visco-elastic binder contact with finite particle size effect. Int. J. Solids Struct. 34(31-32): 4073-4086
-
(1997)
Int. J. Solids Struct.
, vol.34
, pp. 4073-4086
-
-
Zhu, H.1
Chang, C.S.2
Lou, K.A.3
|