-
3
-
-
0015316520
-
Expansion of cavities in infinite soil mass
-
Vesic, A.S.: Expansion of cavities in infinite soil mass. J. Soil Mech. Found. Division ASCE 98(SM3), 265-290 (1972)
-
(1972)
J. Soil Mech. Found. Division ASCE
, vol.98
, Issue.SM3
, pp. 265-290
-
-
Vesic, A.S.1
-
4
-
-
0025920579
-
Finite cavity expansion in dilatant soils: Loading analysis
-
Yu, H.S., Houlsby, G.: Finite cavity expansion in dilatant soils: loading analysis. Géotechnique 41(2), 173-183 (1991)
-
(1991)
Géotechnique
, vol.41
, Issue.2
, pp. 173-183
-
-
Yu, H.S.1
Houlsby, G.2
-
5
-
-
0031126789
-
Cavity expansion and penetration resistance in sand
-
Salgado, R., Mitchell, J.K., Jamiolkowski, M.: Cavity expansion and penetration resistance in sand. J. Geotech. Geoenviron En. ASCE 123(4), 344-354 (1997)
-
(1997)
J. Geotech. Geoenviron En. ASCE
, vol.123
, Issue.4
, pp. 344-354
-
-
Salgado, R.1
Mitchell, J.K.2
Jamiolkowski, M.3
-
7
-
-
0022128491
-
Strain path method
-
Baligh, M.M.: Strain path method. J. Geotech. Eng. ASCE 111, 1108-1136 1985
-
(1985)
J. Geotech. Eng. ASCE
, vol.111
, pp. 1108-1136
-
-
Baligh, M.M.1
-
8
-
-
33646073905
-
-
Research report R94-09. Department Of Civil and Environmental Engineering, Massachusetts Institute of Technology, USA
-
Sagaseta, C., Whittle, A., Santagata, M.: Deformation analysis of shallow penetration in saturated clay. Research report R94-09. Department Of Civil and Environmental Engineering, Massachusetts Institute of Technology, USA (1995)
-
(1995)
Deformation Analysis of Shallow Penetration in Saturated Clay
-
-
Sagaseta, C.1
Whittle, A.2
Santagata, M.3
-
9
-
-
0021444281
-
Finite element analysis of static penetration tests
-
De Borst, C., Vermeer, P.A.: Finite element analysis of static penetration tests. Géotechnique 34(2), 199-2.10 (1984)
-
(1984)
Géotechnique
, vol.34
, Issue.2
, pp. 199-210
-
-
De Borst, C.1
Vermeer, P.A.2
-
10
-
-
0032193774
-
Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils
-
Abu-Farsakh, M., Voyiadjis, G., Tumay, M.: Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils. Int. J. Numer Anal. Methods Geomech. 22, 791-818 (1998)
-
(1998)
Int. J. Numer Anal. Methods Geomech.
, vol.22
, pp. 791-818
-
-
Abu-Farsakh, M.1
Voyiadjis, G.2
Tumay, M.3
-
11
-
-
0002286479
-
A simplified analysis of pile penetration
-
Proceedings 6th International Conference Numerical Method
-
Cividini, A., Gioda, G: A simplified analysis of pile penetration. In: Proceedings 6th International Conference Numerical Method. In Geomech. pp. 1043-1049 (1988)
-
(1988)
Geomech.
, pp. 1043-1049
-
-
Cividini, A.1
Gioda, G.2
-
12
-
-
11344279368
-
Finite element analysis of cone penetration in cohesionless soil
-
Huang, W., Sheng, D, Sloan, S.W., Yu, H.S.: Finite element analysis of cone penetration in cohesionless soil. Comput. Geotech. 31(7), 517-528 (2004)
-
(2004)
Comput. Geotech.
, vol.31
, Issue.7
, pp. 517-528
-
-
Huang, W.1
Sheng, D.2
Sloan, S.W.3
Yu, H.S.4
-
13
-
-
0020258906
-
Boundary effects in the laboratory calibration of a cone penetrometer in sand
-
Amsterdam
-
Parkin, A.K., Lunne, T.: Boundary effects in the laboratory calibration of a cone penetrometer in sand. In: Proceedings of 2nd European Symposium on Penetration Testing, Amsterdam, Vol. 2, pp. 761-768 (1982)
-
(1982)
Proceedings of 2nd European Symposium on Penetration Testing
, vol.2
, pp. 761-768
-
-
Parkin, A.K.1
Lunne, T.2
-
14
-
-
0024187676
-
Calibration chamber tests of a cone penetrometer in sand
-
Houlsby, G.T, Hitchman, R.: Calibration chamber tests of a cone penetrometer in sand. Géotechnique 38, 575-587 1988
-
(1988)
Géotechnique
, vol.38
, pp. 575-587
-
-
Houlsby, G.T.1
Hitchman, R.2
-
15
-
-
0023589042
-
-
Research report: CUED/DSOILS/TR210, Department of Engineering, Cambridge University, UK
-
Phillips, R., Valsangkar, A.J.: An experimental investigation of factors affecting penetration resistance in granular soils in centrifuge modelling. Research report: CUED/DSOILS/TR210, Department of Engineering, Cambridge University, UK (1987)
-
(1987)
An Experimental Investigation of Factors Affecting Penetration Resistance in Granular Soils in Centrifuge Modelling
-
-
Phillips, R.1
Valsangkar, A.J.2
-
16
-
-
33751523637
-
-
Research report: CUED/D-SOTLS/TR256, Department of Engineering, Cambridge University, UK
-
Bolton, M.D., Gui, M.W.: The study of relative density and boundary effects for cone penetration tests in centrifuge. Research report: CUED/D-SOTLS/TR256, Department of Engineering, Cambridge University, UK (1993)
-
(1993)
The Study of Relative Density and Boundary Effects for Cone Penetration Tests in Centrifuge
-
-
Bolton, M.D.1
Gui, M.W.2
-
17
-
-
0025919875
-
An analytical study of the cone penetration test in clay
-
Teh, C.I., Houlsby, G.T.: An analytical study of the cone penetration test in clay. Géotechnique 41(1), 17-34 (1991)
-
(1991)
Géotechnique
, vol.41
, Issue.1
, pp. 17-34
-
-
Teh, C.I.1
Houlsby, G.T.2
-
18
-
-
33646022549
-
Discrete element modelling of deep penetration in granular soils
-
Jiang, M.J., Yu, U.S., Harris, D.: Discrete element modelling of deep penetration in granular soils. Int. J. Numer Anal. Methods Geomech. 30(4), 335-361 (2006)
-
(2006)
Int. J. Numer Anal. Methods Geomech.
, vol.30
, Issue.4
, pp. 335-361
-
-
Jiang, M.J.1
Yu, U.S.2
Harris, D.3
-
19
-
-
0141461351
-
An efficient technique for generating homogeneous specimens for DEM studies
-
Jiang, M.J., Konrad, J.M., Leroueil, S.: An efficient technique for generating homogeneous specimens for DEM studies. Comput. Geotech. 30(7), 579-597 (2003)
-
(2003)
Comput. Geotech.
, vol.30
, Issue.7
, pp. 579-597
-
-
Jiang, M.J.1
Konrad, J.M.2
Leroueil, S.3
-
20
-
-
4644258210
-
Insight into shear strength functions of unsaturated granulates by DEM analyses
-
Jiang, M.J., Leroueil, S., Konrad, J.M.: Insight into shear strength functions of unsaturated granulates by DEM analyses. Comput. Geotech. 31(6), 473-489 (2004)
-
(2004)
Comput. Geotech.
, vol.31
, Issue.6
, pp. 473-489
-
-
Jiang, M.J.1
Leroueil, S.2
Konrad, J.M.3
-
21
-
-
20444494923
-
Kinematic models for noncoaxial granular materials: Part II: Evaluation
-
Jiang, M.J., Harris, D., Yu, H.S.: Kinematic models for noncoaxial granular materials: Part II: evaluation. Int. J. Numer. Anal. Methods Geomech 29(7), 663-689 (2005)
-
(2005)
Int. J. Numer. Anal. Methods Geomech
, vol.29
, Issue.7
, pp. 663-689
-
-
Jiang, M.J.1
Harris, D.2
Yu, H.S.3
-
22
-
-
27644551360
-
Yielding of microstructured geomaterial by DEM analysis
-
Jiang, M.J., Leroueil, S., Konrad, J.M.: Yielding of microstructured geomaterial by DEM analysis. J. Eng. Mech. ASCE 131(11), 1209-1213 (2005)
-
(2005)
J. Eng. Mech. ASCE
, vol.131
, Issue.11
, pp. 1209-1213
-
-
Jiang, M.J.1
Leroueil, S.2
Konrad, J.M.3
-
23
-
-
23644457935
-
A novel discrete model for granular material incorporating rolling resistance
-
Jiang, M.J., Yu, M.S., Harris, D.: A novel discrete model for granular material incorporating rolling resistance. Comput Geotech 32(5), 340-357 (2005)
-
(2005)
Comput Geotech
, vol.32
, Issue.5
, pp. 340-357
-
-
Jiang, M.J.1
Yu, M.S.2
Harris, D.3
-
24
-
-
33745904759
-
Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses
-
Jiang, M.J., Yu, H.S., Harris, D.: Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses. Int. J. Numer. Anal. Methods Geomech. 30, 723-761. (2006)
-
(2006)
Int. J. Numer. Anal. Methods Geomech.
, vol.30
, pp. 723-761
-
-
Jiang, M.J.1
Yu, H.S.2
Harris, D.3
-
25
-
-
0013214954
-
-
Department of Civil Engieneering Report, University of Minnesota, USA
-
Cundall, P.A., Strack, O.D.L.: The distinct element method as a tool for research in granular media, Part IT. Department of Civil Engieneering Report, University of Minnesota, USA (1979)
-
(1979)
The Distinct Element Method As a Tool for Research in Granular Media, Part IT
-
-
Cundall, P.A.1
Strack, O.D.L.2
-
26
-
-
0018441375
-
The distinct numerical model for granular assemblies
-
Cundall, P.A., Strack, O.D.L.: The distinct numerical model for granular assemblies. Géotechnique 29(1), 47-65 (1979)
-
(1979)
Géotechnique
, vol.29
, Issue.1
, pp. 47-65
-
-
Cundall, P.A.1
Strack, O.D.L.2
-
27
-
-
0034002535
-
Numerical simulation of deviatoric shear deformation of granular media
-
Thornton, C.: Numerical simulation of deviatoric shear deformation of granular media. Géotechnique 50(1), 43-53 (2000)
-
(2000)
Géotechnique
, vol.50
, Issue.1
, pp. 43-53
-
-
Thornton, C.1
-
28
-
-
0033179510
-
Centrifuge cone penetration tests in sand
-
Bolton, M.D., Gui, M.W., Garnier, J., Corte, J.F., Bagge, G., Laue, J., Renzi, R.: Centrifuge cone penetration tests in sand. Géotechnique 49(4), 543-552 (1999)
-
(1999)
Géotechnique
, vol.49
, Issue.4
, pp. 543-552
-
-
Bolton, M.D.1
Gui, M.W.2
Garnier, J.3
Corte, J.F.4
Bagge, G.5
Laue, J.6
Renzi, R.7
-
29
-
-
35548944144
-
Cone penetrometer testing: Phase i report
-
Department of Engineering, Cambridge University, UK
-
Phillips, R., Gui, M.W.: Cone penetrometer testing: Phase I report. In-situ Investigation EEC Contract: SC1-CT91-0676. Department of Engineering, Cambridge University, UK (1992)
-
(1992)
In-situ Investigation EEC Contract: SC1-CT91-0676
-
-
Phillips, R.1
Gui, M.W.2
-
30
-
-
0035544787
-
Earth pressure on unyielding retaining walls of narrow backfill width
-
Take, W.A., Valsangkar, A.J.: Earth pressure on unyielding retaining walls of narrow backfill width. Canadian Geotech. J. 38(6), 1220-1230 (2001)
-
(2001)
Canadian Geotech. J.
, vol.38
, Issue.6
, pp. 1220-1230
-
-
Take, W.A.1
Valsangkar, A.J.2
-
31
-
-
0028669556
-
Strain localization analysis by elasto-viscoplastic softening model for frozen sand
-
Oka, F., Adachi, T., Yashima, A., Chu, L.L.: Strain localization analysis by elasto-viscoplastic softening model for frozen sand. Int. J. Num. Anal. Methods Geomech. 18, 813-832 (1994)
-
(1994)
Int. J. Num. Anal. Methods Geomech.
, vol.18
, pp. 813-832
-
-
Oka, F.1
Adachi, T.2
Yashima, A.3
Chu, L.L.4
-
32
-
-
0001786175
-
The steady state of sandy soils
-
Verdugo, R., Ishihara, K.: The steady state of sandy soils. Soils Found. 36(2), 81-91. (1996)
-
(1996)
Soils Found.
, vol.36
, Issue.2
, pp. 81-91
-
-
Verdugo, R.1
Ishihara, K.2
-
33
-
-
0030884440
-
Influence of time effect on instability of granular materials
-
Lade, P.V., Yamamuro, J.A., Bopp, P.A.: Influence of time effect on instability of granular materials. Comput. Geotech. 20(3-4), 179-193 (1997)
-
(1997)
Comput. Geotech.
, vol.20
, Issue.3-4
, pp. 179-193
-
-
Lade, P.V.1
Yamamuro, J.A.2
Bopp, P.A.3
-
34
-
-
0020944202
-
Sand response to cyclic rotation of principal stress directions as induced by wave loads
-
Ishihara, K., Towhata, I.: Sand response to cyclic rotation of principal stress directions as induced by wave loads. Soils Found. 23(4), 11-26 1983
-
(1983)
Soils Found.
, vol.23
, Issue.4
, pp. 11-26
-
-
Ishihara, K.1
Towhata, I.2
-
35
-
-
20444465275
-
Kinematic models for noncoaxial granular materials: Part I: Theories
-
Jiang, M.J., Harris, D., Yu, H.S.: Kinematic models for noncoaxial granular materials: Part I: Theories. Int. J. Numer. Anal. Methods Geomech. 29(7), 643-661 (2005)
-
(2005)
Int. J. Numer. Anal. Methods Geomech.
, vol.29
, Issue.7
, pp. 643-661
-
-
Jiang, M.J.1
Harris, D.2
Yu, H.S.3
-
36
-
-
20444467015
-
A novel approach to examining double-shearing type models for granular materials
-
Jiang, M.J., Harris, D., Yu, H.S.: A novel approach to examining double-shearing type models for granular materials. Granular Matters 7(3-4), 157-168 (2005)
-
(2005)
Granular Matters
, vol.7
, Issue.3-4
, pp. 157-168
-
-
Jiang, M.J.1
Harris, D.2
Yu, H.S.3
-
37
-
-
0001643047
-
Geotechnical problems involved in foundations of structures in the North Sea
-
Bjerrum, L.: Geotechnical problems involved in foundations of structures in the North Sea. Géotechnique 23(3), 319-358 (1973)
-
(1973)
Géotechnique
, vol.23
, Issue.3
, pp. 319-358
-
-
Bjerrum, L.1
-
38
-
-
0032052055
-
Sand state from cone penetrometer tests: A framework considering grain crushing stress
-
Konrad, J.M.: Sand state from cone penetrometer tests: a framework considering grain crushing stress. Géotechnique 48(2), 201-215 (1998)
-
(1998)
Géotechnique
, vol.48
, Issue.2
, pp. 201-215
-
-
Konrad, J.M.1
-
39
-
-
0036521762
-
Discrete element modelling of soil particle fracture
-
McDowell, G.R., Harireche, O.: Discrete element modelling of soil particle fracture. Géotechnique 52(2), 131-135 (2002)
-
(2002)
Géotechnique
, vol.52
, Issue.2
, pp. 131-135
-
-
McDowell, G.R.1
Harireche, O.2
-
40
-
-
1642569556
-
Crushing and plastic deformation of soils simulated using DEM
-
Cheng, Y.P., Bolton, M.D., Nakata, Y.: Crushing and plastic deformation of soils simulated using DEM. Géotechnique 54(2), 131-141 (2004)
-
(2004)
Géotechnique
, vol.54
, Issue.2
, pp. 131-141
-
-
Cheng, Y.P.1
Bolton, M.D.2
Nakata, Y.3
-
41
-
-
0242657361
-
Discrete element simulation of crushable soil
-
Cheng, Y.P., Nakata, Y., Bolton, M.D.: Discrete element simulation of crushable soil. Géotechnique 53(7), 633-641. (2003)
-
(2003)
Géotechnique
, vol.53
, Issue.7
, pp. 633-641
-
-
Cheng, Y.P.1
Nakata, Y.2
Bolton, M.D.3
-
42
-
-
0028192924
-
An analytical study of cone penetration tests in granular material
-
Huang, A.B., Ma, M.Y.: An analytical study of cone penetration tests in granular material. Can. Geotech. J. 31, 91-103 (1994)
-
(1994)
Can. Geotech. J.
, vol.31
, pp. 91-103
-
-
Huang, A.B.1
Ma, M.Y.2
-
43
-
-
27744460897
-
DEM analysis of crushing around driven piles in granular materials
-
Lobo-Guerrero, S., Vallejo, L.E.: DEM analysis of crushing around driven piles in granular materials. Geo technique 55(8), 617-623 (2005)
-
(2005)
Geo Technique
, vol.55
, Issue.8
, pp. 617-623
-
-
Lobo-Guerrero, S.1
Vallejo, L.E.2
|