-
2
-
-
33746775872
-
Inherent anisotropic in a sand
-
Arthur, J. R. F. & Menzies, B. K. (1972). Inherent anisotropic in a sand. Géotechnique 22, No. 1, 115-128.
-
(1972)
Géotechnique
, vol.22
, Issue.1
, pp. 115-128
-
-
Arthur, J.R.F.1
Menzies, B.K.2
-
3
-
-
0028089440
-
Review of an electrical method for evaluation of stress ratio required to cause liquefaction and dynamic modulus
-
ASTM STP 1213, Philadelphia: American Society for Testing and Materials
-
Arulmoli, K. & Arulanandan, K. (1994). Review of an electrical method for evaluation of stress ratio required to cause liquefaction and dynamic modulus. In Dynamic geotechnical testing II, ASTM STP 1213, pp. 118-133. Philadelphia: American Society for Testing and Materials.
-
(1994)
Dynamic Geotechnical Testing II
, pp. 118-133
-
-
Arulmoli, K.1
Arulanandan, K.2
-
4
-
-
0029667953
-
Anisotropy of small strain stiffness in Ticino sand
-
Bellotti, R., Jamiolkowski, M., Lo Presti, D. C. F. & O'Neill, D. A. (1996). Anisotropy of small strain stiffness in Ticino sand. Géotechnique 46, No. 1, 115-131.
-
(1996)
Géotechnique
, vol.46
, Issue.1
, pp. 115-131
-
-
Bellotti, R.1
Jamiolkowski, M.2
Lo Presti, D.C.F.3
O'Neill, D.A.4
-
5
-
-
0025433031
-
Packing structure and mechanical properties of granulates
-
Chang, C. S. & Misra, A. (1990a). Packing structure and mechanical properties of granulates. J. Engng Mech. Div., ASCE 116, No. 5, 1077-1093.
-
(1990)
J. Engng Mech. Div., ASCE
, vol.116
, Issue.5
, pp. 1077-1093
-
-
Chang, C.S.1
Misra, A.2
-
6
-
-
0025503205
-
Application of uniform strain theory to heterogeneous granular solids
-
Chang, C. S. & Misra, A. (1990b). Application of uniform strain theory to heterogeneous granular solids. J. Engng Mech. Div., ASCE 116, No. 10, 2310-2328.
-
(1990)
J. Engng Mech. Div., ASCE
, vol.116
, Issue.10
, pp. 2310-2328
-
-
Chang, C.S.1
Misra, A.2
-
7
-
-
0024855825
-
Initial moduli of particulate mass with frictional contacts
-
Chang, S. C., Sundaram, S. S. & Misra, A. (1989). Initial moduli of particulate mass with frictional contacts. Int. J. Numer. Anal. Methods Geomech. 13, No. 6, 626-641.
-
(1989)
Int. J. Numer. Anal. Methods Geomech.
, vol.13
, Issue.6
, pp. 626-641
-
-
Chang, S.C.1
Sundaram, S.S.2
Misra, A.3
-
8
-
-
0026151725
-
Properties of granular packing under low amplitude cyclic loading
-
Chang, C. S., Misra, A. & Sundaram, S. S. (1991). Properties of granular packing under low amplitude cyclic loading. Int. J. Soil Dynamics Earthq. Engng 10, No. 4, 201-211.
-
(1991)
Int. J. Soil Dynamics Earthq. Engng
, vol.10
, Issue.4
, pp. 201-211
-
-
Chang, C.S.1
Misra, A.2
Sundaram, S.S.3
-
9
-
-
0027003911
-
Micromechanics modeling for stress-strain behavior of granular soils II: Evaluation
-
Chang, C. S., Kabir, M. G. & Chang, Y. (1992). Micromechanics modeling for stress-strain behavior of granular soils II: evaluation. J. Geotech. Engng Div., ASCE 118, No. 12, 1975-1992.
-
(1992)
J. Geotech. Engng Div., ASCE
, vol.118
, Issue.12
, pp. 1975-1992
-
-
Chang, C.S.1
Kabir, M.G.2
Chang, Y.3
-
10
-
-
0029479525
-
Estimates of elastic moduli for granular material with anisotropic random packing structure
-
Chang, C. S., Chao, S. J. & Chang, Y. (1995). Estimates of elastic moduli for granular material with anisotropic random packing structure. Int. J. Solids Struct. 32, No. 14, 1989-2008.
-
(1995)
Int. J. Solids Struct.
, vol.32
, Issue.14
, pp. 1989-2008
-
-
Chang, C.S.1
Chao, S.J.2
Chang, Y.3
-
11
-
-
0026370897
-
Evolution of shear modulus and fabric during shear deformation
-
Chen, Y. C. & Hung, H. Y. (1991). Evolution of shear modulus and fabric during shear deformation. Soils Found. 31, No. 4, 148-160.
-
(1991)
Soils Found.
, vol.31
, Issue.4
, pp. 148-160
-
-
Chen, Y.C.1
Hung, H.Y.2
-
12
-
-
0024165570
-
Dynamic shear modulus and fabric: Part I, depositional and induced anisotropy
-
Chen, Y. C., Ishibashi, I. & Jenkins, J. T. (1988). Dynamic shear modulus and fabric: part I, depositional and induced anisotropy. Géotechnique 38, No. 1, 25-32.
-
(1988)
Géotechnique
, vol.38
, Issue.1
, pp. 25-32
-
-
Chen, Y.C.1
Ishibashi, I.2
Jenkins, J.T.3
-
13
-
-
0030238376
-
Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography
-
Desrues, J., Chambon, R., Mokni, M. & Mazerolle, F. (1996). Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography. Géotechnique 46, No. 3, 529-546.
-
(1996)
Géotechnique
, vol.46
, Issue.3
, pp. 529-546
-
-
Desrues, J.1
Chambon, R.2
Mokni, M.3
Mazerolle, F.4
-
16
-
-
0343208566
-
Role of in situ testing in geotechnical earthquake engineering
-
Jamiolkowski, M., Lo Presti, D. C. F. & Pallara, O. (1995). Role of in situ testing in geotechnical earthquake engineering. Proc. 3rd Int. Conf. Recent Adv. Geotech. Earthq. Engng Soil Dynamics, St Louis, 1-24.
-
(1995)
Proc. 3rd Int. Conf. Recent Adv. Geotech. Earthq. Engng Soil Dynamics, St Louis
, pp. 1-24
-
-
Jamiolkowski, M.1
Lo Presti, D.C.F.2
Pallara, O.3
-
17
-
-
0021212686
-
Distribution of directional data and fabric tensors
-
Kanatani, K. (1984). Distribution of directional data and fabric tensors. Int. J. Engng Sci. 22, No. 2, 149-164.
-
(1984)
Int. J. Engng Sci.
, vol.22
, Issue.2
, pp. 149-164
-
-
Kanatani, K.1
-
19
-
-
0042076578
-
An experimental study of granular packing structure changes under load
-
ed C. Thornton Rotterdam: Balkema
-
Lee, X. & Dass, W. C. (1993). An experimental study of granular packing structure changes under load. Powders & grains 93, pp. 17-22. (ed C. Thornton) Rotterdam: Balkema.
-
(1993)
Powders & Grains 93
, pp. 17-22
-
-
Lee, X.1
Dass, W.C.2
-
21
-
-
84969061186
-
Elastic spheres in contact under varying oblique forces
-
Mindlin, R. D. & Deresiewicz, H. (1953). Elastic spheres in contact under varying oblique forces. J. Appl. Mech., Trans. ASME 20, No. 3, 327-344.
-
(1953)
J. Appl. Mech., Trans. ASME
, vol.20
, Issue.3
, pp. 327-344
-
-
Mindlin, R.D.1
Deresiewicz, H.2
-
22
-
-
0017504625
-
Co-ordination number and its relation to shear strength of granular material
-
Oda, M. (1977). Co-ordination number and its relation to shear strength of granular material. Soils Found. 17, No. 2, 29-42.
-
(1977)
Soils Found.
, vol.17
, Issue.2
, pp. 29-42
-
-
Oda, M.1
-
23
-
-
0019998396
-
A statistical study of fabric in a random assembly of spherical granules
-
Oda, M., Nemat-Nasser, S. & Mehrabadi, M. M. (1982). A statistical study of fabric in a random assembly of spherical granules. Int. J. Numer. Anal. Methods in Geomech. 6, No. 1, 77-94.
-
(1982)
Int. J. Numer. Anal. Methods in Geomech.
, vol.6
, Issue.1
, pp. 77-94
-
-
Oda, M.1
Nemat-Nasser, S.2
Mehrabadi, M.M.3
-
24
-
-
0022129997
-
Stress-induced anisotropic in granular masses
-
Oda, M., Nemat-Nasser, S. & Konishi, J. (1985). Stress-induced anisotropic in granular masses. Soils Found. 25, No. 3, 85-97.
-
(1985)
Soils Found.
, vol.25
, Issue.3
, pp. 85-97
-
-
Oda, M.1
Nemat-Nasser, S.2
Konishi, J.3
-
26
-
-
0024877536
-
Analytical study of induced anisotropy in idealized granular materials
-
Rothenburg, L. & Bathurst, R. J. (1989). Analytical study of induced anisotropy in idealized granular materials. Géotechnique 39, No. 4, 601-614.
-
(1989)
Géotechnique
, vol.39
, Issue.4
, pp. 601-614
-
-
Rothenburg, L.1
Bathurst, R.J.2
-
27
-
-
0026614707
-
Micromechanical features of granular assemblies with planar elliptical particles
-
Rothenburg, L. & Bathurst, R. J. (1992). Micromechanical features of granular assemblies with planar elliptical particles. Géotechnique 42, No. 1, 79-95.
-
(1992)
Géotechnique
, vol.42
, Issue.1
, pp. 79-95
-
-
Rothenburg, L.1
Bathurst, R.J.2
-
28
-
-
0030268032
-
Stress anisotropy and wave propagation: A micromechanical view
-
Santamarina, J. C. & Cascante, G. (1996). Stress anisotropy and wave propagation: a micromechanical view. Can. Geotech. J. 33, No. 5, 770-782.
-
(1996)
Can. Geotech. J.
, vol.33
, Issue.5
, pp. 770-782
-
-
Santamarina, J.C.1
Cascante, G.2
-
29
-
-
14444277335
-
An incremental elastic-plastic model for the force displacement relation at the contact between elastic spheres
-
Troy, NY: Department of Civil Engineering, Rensselaer Polytechnic Institute
-
Seridi, A. & Dobry, R. (1984). An incremental elastic-plastic model for the force displacement relation at the contact between elastic spheres, Research Report. Troy, NY: Department of Civil Engineering, Rensselaer Polytechnic Institute.
-
(1984)
Research Report
-
-
Seridi, A.1
Dobry, R.2
-
30
-
-
0005906109
-
Characterization of soil in calibration chambers with seismic waves
-
ed A. B. Huang. Amsterdam: Elsevier
-
Stokoe, K. H., II, Lee, N. J. & Lee, S. H. H. (1991). Characterization of soil in calibration chambers with seismic waves. In Calibration chamber testing, pp. 363-376. (ed A. B. Huang). Amsterdam: Elsevier.
-
(1991)
Calibration Chamber Testing
, pp. 363-376
-
-
Stokoe K.H. II1
Lee, N.J.2
Lee, S.H.H.3
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