Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses

Granular Matter

Volumn 10, Issue 6, 2008, Pages 439-455

  Jiang, M J ^a   Zhu, H H ^a   Harris, D ^b  

^a TONGJI UNIVERSITY   (China)

^b UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Discrete element methods; Granular soils; Kinematic variables; Penetration tests

Indexed keywords

DISCRETE ELEMENT METHODS; GRANULAR SOILS; KINEMATIC VARIABLES; PENETRATION TESTS;

GEOTECHNICAL ENGINEERING; KINEMATICS; NUMERICAL ANALYSIS; TWO DIMENSIONAL;

TESTING;

EID: 53549089903     PISSN: 14345021     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10035-008-0107-1     Document Type: Article

References (69)

1. P.K. Robertson 1986 In situ testing and its application to foundation engineering Can. Geotech. J. 23 4 573 594
2. K. Been J.H.A. Crooks D.E. Becker M.G. Jefferies 1987 The cone penetration test in sands: II, general inference of state Géotechnique 37 3 285 299
3. Schmertmann, J.H.: Guidelines for cone penetration test performance and design. United States Federal Highway Administration Report FHWA-TS-78-209, Washington, D.C, USA (1978)
4. J.A. Sladen 1989 Problems with interpretation of sand state from cone penetration test Géotechnique 39 2 323 332
5. Terzaghi K.: Theoretical Soil Mechanics. Wiley, New York (1943)
6. H.T. Durgunoglu J.K. Mitchell 1975 Static penetration resistance of soils Proc. ASCE Spec. Conf. In-Situ Meas. Soil Properties 1 151 189
7. A.S. Vesic 1972 Expansion of cavities in infinite soil mass J. Soil Mech. Found. Division ASCE 98 SM3 265 290
8. H.S. Yu G. Houlsby 1991 Finite cavity expansion in dilatant soils: loading analysis Géotechnique 41 2 173 183
9. R. Salgado J.K. Mitchell M. Jamiolkowski 1997 Cavity expansion and penetration resistance in sand J. Geotech. Geoenviron. Eng. ASCE 123 4 344 354
10. M.M. Baligh 1985 Strain path method J. Geotech. Eng. ASCE 111 1108 1136
11. 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)
12. C. De Borst P.A. Vermeer 1984 Finite element analysis of static penetration tests Géotechnique 34 2 199 210
13. M. Abu-Farsakh G. Voyiadjis M. Tumay 1998 Numerical analysis of the miniature piezocone penetration tests (PCPT) in cohesive soils Int. J. Numer. Anal. Methods Geomech. 22 791 818
14. W. Huang D. Sheng S.W. Sloan H.S. Yu 2004 Finite element analysis of cone penetration in cohesionless soil Comput. Geotech. 31 7 517 528
15. A.K. Parkin T. Lunne 1982 Boundary effects in the laboratory calibration of a cone penetrometer in sand Proc. 2nd Eur. Symp. Penetration Test., Amsterdam 2 761 768
16. G.T. Houlsby R. Hitchman 1988 Calibration chamber tests of a cone penetrometer in sand Géotechnique 38 575 587
17. Phillips, R., Valsangkar, A.J.: An experimental investigation of factors affecting penetration resistance in granular soils in centrifuge modelling. Research report: CUED/D-SOILS/TR210, Department of Engineering, Cambridge University, UK (1987)
18. Bolton, M.D., Gui, M.W.: The study of relative density and boundary effects for cone penetration tests in centrifuge. Research report: CUED/D-SOILS/TR256, Department of Engineering, Cambridge University, UK (1993)
19. C.I. Teh G.T. Houlsby 1991 An analytical study of the cone penetration test in clay Géotechnique 41 1 17 34
20. M. Abu-Farsakh M. Tumay G. Voyiadjis 2003 Numerical parametric study of piezocone penetration test in clays Int. J. Geomech. 3 2 170 181
21. M.J. Jiang D. Harris H.H. Zhu 2007 Future continuum models for granular materials in penetration analyses Granular Matter 9 97 108
22. Khan A.S., Huang S.J.: Continuum Theory of Plasticity. Wiley, New work (1995)
23. J.P. Bardet 1994 Observations on the effects of particle rotations on the failure of idealized granular materials Mech. Mater. 18 159 182
24. F. Calvetti G. Combe J. Lanier 1997 Experimental micromechanical analysis of a 2D granular material: relation between structure evolution and loading path Mech. Cohesive-Frictional Mater. 2 121 163
25. A. Misra H. Jiang 1997 Measured kinematic fields in the biaxial shear of granular materials Comput. Geotech. 20 267 285
26. F. Dedecker M. Chaze P. Dubujet B. Cambou 2000 Specific features of strain in granular materials Mech. Cohesive-Frictional Mater. 5 173 179
27. Kuhn, M.R., Bagi, K.: Particle rotations in granular materials. In: Smyth, A.W. (ed.) 15th ASCE Engineering Mechanics Conference, June 2-5, Columbia University, New York. http://www.civil.columbia.edu/em2002/ (2002)
28. M.R. Kuhn 1999 Structured deformation in granular materials Mech. Mater. 31 6 407 429
29. T. Matsushima H. Saomoto Y. Tsubokawa Y. Yamada 2003 Grain rotation versus continuum rotation during shear deformation of granular assembly Soils Found. 43 4 95 106
30. M.J. Jiang D. Harris H.-S. Yu 2005 Kinematic models for non-coaxial granular materials: Part I: theories Int. J. Numer. Anal. Methods Geomech. 29 7 643 661
31. M.J. Jiang H.-S. Yu D. Harris 2006 Kinematic variables bridging discrete and continuum granular mechanics Mech. Res. Commun. 33 5 651 666
32. Cosserat, E., Cosserat, F.: Theorie des corps deformable. Herman et fils, Paris (1909)
33. Eringen, A.C.: Microcontinuum Field Theories. Springer, Berlin (July 1999)
34. A. Drescher G. de Josselin de Jong 1972 Photoelastic verification of a mechanical model for the flow of a granular material J. Mech. Phys. Solids 29 337 351
35. A. Drescher 1976 An experimental investigation of flow rules for granular materials using optically sensitive glass particles Géotechnique 26 4 591 601
36. J.C. Savage D.C. Lockner 1997 A test of the double-shearing model of flow for granular materials J. Geophys. Res. 102 B6 12287 12294
37. W.W. Harris G. Viggiani M.A. Mooney R.J. Finno 1995 Use of stereophotogrammetry to analyze the development of shear bands in sand Geotech. Testing J. ASTM 18 4 405 420
38. Cundall, P.A., Strack, O.D.L.: The distinct element method as a tool for research in granular media. Part II. Department of Civil Engineering Report, University of Minnesota, Minnesota (1979)
39. P.A. Cundall O.D.L. Strack 1979 The distinct numerical model for granular assemblies Géotechnique 29 1 47 65
40. P.A. Cundall 1989 Numerical experiments of localisation in frictional materials Ingen.-Arch. 59 2 148 159
41. F. Calvetti G. Combe J. Lanier 1997 Experimental micromechanical analysis of a 2D granular material: relation between structure evolution and loading path Mech. Cohesive-Frictional Mater. 2 121 163
42. C. Thornton 1997 Force transmission in granular media KONA Powder Part. 15 81 90
43. J.P. Bardet J. Proubet 1991 A numerical investigation of the structure of persistent shear bands in granular media Géotechnique 41 4 599 613
44. J.M. Ting B.T. Corkum C.R. Kauffman C. Greco 1989 Discrete numerical model for soil mechanics J. Geotech. Eng. ASCE 115 3 379 398
45. C. Thornton 2000 Numerical simulation of deviatoric shear deformation of granular media Géotechnique 50 1 43 53
46. M.J. Jiang S. Leroueil J.M. Konrad 2004 Insight into shear strength functions of unsaturated granulates by DEM analyses Comput. Geotech. 31 6 473 489
47. L. Rothenburg R.J. Bathurst 1992 Micromechanical features of granular assemblies with planar elliptical particles Géotechnique 42 79 95
48. M.J. Jiang D. Harris H.S. Yu 2005 Kinematic models for non-coaxial granular materials: Part II: evaluation Int. J. Numer. Anal. Methods Geomech. 29 7 663 689
49. A.B. Huang M.Y. Ma 1994 An analytical study of cone penetration tests in granular material Can. Geotech. J. 31 91 103
50. J. Biarez M. Burel B. Wack 1961 Contribution à l'étude de la force portent des foundation Proc. 5th Int. Conf. Soil Mech. Found. Eng., Paris 1 603 609
51. G. Hu 1965 Bearing capacity of foundations with overburden shear Sols-Soils 13 11 18
52. K. Berezantev Golubkov 1961 Load bearing capacity and deformation of piled foundations Proc. 5th Int. Conf. Soil Mech, Found. Eng. 1 11 27
53. A.S. Vesic 1963 Bearing capacity of deep foundations in sand Hwy. Res. Board Rec. 39 112 153
54. M.J. Jiang J.M. Konrad S. Leroueil 2003 An efficient technique for generating homogeneous specimens for DEM studies Comput. Geotech. 30 7 579 597
55. M.J. Jiang S. Leroueil J.M. Konrad 2005 Yielding of microstructured geomaterial by DEM analysis J. Eng. Mech. ASCE 131 11 1209 1213
56. M.J. Jiang H.S. Yu D. Harris 2005 A novel discrete model for granular material incorporating rolling resistance Comput. Geotech. 32 5 340 357
57. M.J. Jiang H.S. Yu D. Harris 2006 Discrete element modelling of deep penetration in granular soils Int. J. Numer. Anal. Methods Geomech. 30 4 335 361
58. M.J. Jiang H.S. Yu D. Harris 2006 Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses Int. J. Numer. Anal. Methods Geomech. 30 723 761
59. M.J. Jiang H.S. Yu S. Leroueil 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 4 1158 1193
60. Sharp, M.K., Dobry, R.: Determination of liquefaction triggering from CPT. http://geoscience.wes.army.mil/Sharp-FIGEC.PDF (2001)
61. M.D. Bolton M.W. Gui J. Garnier J.F. Corte G. Bagge J. Laue R. Renzi 1999 Centrifuge cone penetration tests in sand Géotechnique 49 4 543 552
62. 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)
63. W.A. Take A.J. Valsangkar 2001 Earth pressure on unyielding retaining walls of narrow backfill width Can. Geotech. J. 38 6 1220 1230
64. G.R. [tmp] McDowell M.D. Bolton 2000 Effect of particle size distribution on pile tip resistance in calcareous sand in the geotechnical centrifuge Granular Matter 2 4 179 187
65. S. Lobo-Guerrero L.E. Vallejo 2007 Influence of pile shape and pile interaction on the crushable behavior of granular materials around driven piles: DEM analyses Granular Matter 9 3-4 241 250
66. L. Sibille F. Froiio 2007 A numerical photogrammetry technique for measuring microscale kinematics and fabric in Schneebeli materials Granular Matter 9 183 193
67. S.D.C. Walsh A. Tordesillas J.F. Peters 2007 Development of micromechanical models for granular media. The projection problem Granular Matter 9 337 352
68. A.A. Peña R. García-Rojo H.J. Herrmann 2007 Influence of particle shape on sheared dense granular media Granular Matter 9 279 291
69. J. Wang J.E. Dove M.S. Gutierrez 2007 Determining particulate-solid interphase strength using shear-induced anisotropy Granular Matter 9 231 240