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Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses
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Jiang, M. J., Yan, H. B., Zhu, Hehua and Utili, S.. (2011) Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses. Computers and Geotechnics, Vol.38 (No.1). pp. 14-29. ISSN 0266-352X
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Official URL: http://dx.doi.org/10.1016/j.compgeo.2010.09.001
Abstract
This paper presents a numerical investigation of shear behavior and strain localization in cemented sands using the distinct element method (DEM), employing two different failure criteria for grain bonding. The first criterion is characterized by a Mohr–Coulomb failure line with two distinctive contributions, cohesive and frictional, which sum to give the total bond resistance; the second features a constant, pressure-independent strength at low compressive forces and purely frictional resistance at high forces, which is the standard bond model implemented in the Particle Flow Code (PFC2D). Dilatancy, material friction angle and cohesion, strain and stress fields, the distribution of bond breakages, the void ratio and the averaged pure rotation rate (APR) were examined to elucidate the relations between micromechanical variables and macromechanical responses in DEM specimens subjected to biaxial compression tests. A good agreement was found between the predictions of the numerical analyses and the available experimental results in terms of macromechanical responses. In addition, with the onset of shear banding, inhomogeneous fields of void ratio, bond breakage and APR emerged in the numerical specimens.
| Item Type: | Journal Article |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Science > Engineering |
| Library of Congress Subject Headings (LCSH): | Shear (Mechanics) -- Mathematical models, Shear strength of soils -- Mathematical models, Strains and stresses, Numerical analysis, Soil mechanics |
| Journal or Publication Title: | Computers and Geotechnics |
| Publisher: | Elsevier BV |
| ISSN: | 0266-352X |
| Date: | January 2011 |
| Volume: | Vol.38 |
| Number: | No.1 |
| Number of Pages: | 16 |
| Page Range: | pp. 14-29 |
| Identification Number: | 10.1016/j.compgeo.2010.09.001 |
| Status: | Peer Reviewed |
| Publication Status: | Published |
| Access rights to Published version: | Restricted or Subscription Access |
| Funder: | Guo jia zi ran ke xue ji jin wei yuan hui (China) [National Natural Science Foundation of China] (NSFC), China. Jiao yu bu [China. Ministry of Education], Royal Society (Great Britain), Itasca Consulting Group |
| Grant number: | 10972158 (NSFC), 521025932 (NSFC), 2007-1108 (CMoE), 2008/R2 (RS) |
| References: | [1] Mitchell JK, Solymar ZV. Time-dependent strength gain in freshly deposited or densified sand. J Geotech Div, ASCE 1984;110:1559–76. [2] Leroueil S, Vaughan PR. The general and congruent effects of structure in natural soils and weak rocks. Geotechnique 1990;40(3):467–88. [3] Airey DW. Triaxial testing of naturally cemented carbonate soil. J Geotech Eng, ASCE 1993;119:1379–98. [4] Dupas J, Pecker A. Static and dynamic properties of sand-cement. J Geotech Eng, ASCE 1979;105:419–36. [5] Acar Y B, El-Tahir AE. Low strain dynamic properties of artificially cemented sand. J Geotech Eng, ASCE 1986;112:1001–15. [6] Clough GW, Sitar N, Bachus RC, Rad NS. Cemented sands under static loading. J Geotech Eng, ASCE 1981;107:799–817. [7] Clough GW, Iwabuchi J, Rad NS, Kuppusamy T. Influence of cementation on liquefaction of sands. J Geotech Eng, ASCE 1989;115:1102–17. [8] Huang JT, Airey DW. Properties of artificially cemented carbonate sand. J Geotech Geoenviron Eng 1998;124(6):492–9. [9] Lade PV, Overton DD. Cementation effects in frictional materials. J Geotech Eng, ASCE 1989;115:1373–87. [10] Abdulla AA, Kiousis PD. Behavior of cemented sands – I. Testing. Int J Numer Anal Methods Geomech 1997;21(8):533–47. [11] Schnaid F, Prietto PDM, Consoli NC. Characterization of cemented sand in triaxial compression. J Geotech Geoenviron Eng 2001;127(10):857–68. [12] Kavvadas J, Amorosi A. A constitutive model for structured soils. Geotechnique 2000;50(3):263–73. [13] Rouainia M, Muir Wood D. A kinematic hardening constitutive model for natural clays with loss of structure. Geotechnique 2000;50(2):152–64. [14] Vatsala A, Nova R, Murthy BRS. Elastoplastic model for cemented soils. J Geotech Geoenviron Eng, ASCE 2001;127(8):679–87. [15] Rocchi G, Fontana M, Prat MD. Modelling of natural soft clay destruction processes using viscoplasticity theory. Geotechnique 2003;53(8):729–45. [16] Baudet B, Stallebrass S. A constitutive model for structured soils. Geotechnique 2004;54(4):269–78. [17] Shen ZJ. A masonry constitutive model for structured clays. Rock Soil Mech 2000;21(1):1–4 [in Chinese]. [18] Jiang MJ, Shen ZJ. A structural suction model for structured clays. In: Proceedings of 2nd international conference on soft soil engineering, 1996. Nanjing (China); 1996. p. 221–40. [19] Nova R, Castellanza R, Tamagnini C. A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int J Numer Anal Methods Geomech 2003;27:705–32. [20] Cotecchia F, Chandler J. A general framework for the mechanical behaviour of clays. Géotechnique 2000;50(4):431–47. [21] Lagioia R, Nova R. An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique 1995;45(4):633–48. [22] Labuz J, Drescher A. Bifurcations and instabilities in geomechanics. Swets: Zeitlinger; 2003. [23] Rudnicki JW, Rice JR. Conditions for localization of deformation in pressuresensitive dilatant materials. J Mech Phys Solids 1975; 23: 371-394. [24] Vardoulakis I. Shear band inclination and shear modulus of sand in biaxial tests. Int J Numer Anal Methods Geomech 1980;4:103–19. [25] Papamichos E, Vardoulakis I. Shear band formation in sand according to noncoaxial plasticity model. Géotechnique 1995;45:649–61. [26] Vardoulakis I, Sulem J. Bifurcation analysis in geomechanics. London: Blackie; 1995. [27] Lanier J, Jean M. Pow Technol 2000;109:206–21. [28] Calvetti F, Combe G, Lanier J. Experimental micromechanical analysis of a 2D granular material: relation between structure evolution and loading path. Mech Cohes Frict Mater 1997;2:121–63. [29] Hicher PY, Wahyudi H, Tessied D. Micro-structural analysis of strain localization in clay. Comput Geotech 1994;16:205–22. [30] Jiang MJ, Shen ZJ. Microscopic analysis of shear band in structured clay. China J Geotech Eng 1998;20(2):102–8. [31] Jiang MJ, Hongo T, Fukuda M. Pre-failure behaviour of deep-situated Osaka clay. China Ocean Eng 1998;12(4):453–65. [32] Jiang MJ, Peng LC, Zhu HH, Lin YX, Huang LJ. Macro- and micro properties of two natural marine clays in China. China Ocean Eng 2009;23(2): 329–44. [33] Yatomi C, Yashima A, Iizuka A, Sano I. General theory of shear bands formation by a noncoaxial Cam-clay model. Soils Found 1989;29(3):41–53. [34] Otani J, Mukunoki T, Obara Y. In: Characterization of failure and density distribution in soils using X-ray CT scanner, China–Japan joint symposium on resent development of theory & practice in geotechnology. Shanghai; 1997. p. 45–50. [35] Nemat-Nasser S, Okada N. Radiographic and microscopic observation of shear bands in granular materials. Geotechnique 2001;51(9):753–65. [36] Viggiani G, Lenoir N, Besuelle P, Di Michiel M, Desrues J, Kretzschmer M. X-ray microtomography for studying localized deformation in fine-grained geomaterials under triaxial compression. Comptes Rendues Mécanique 2004;332:816–26. [37] Harris WW, Viggiani G, Mooney MA, Finno RJ. Use of stereophotogrammetry to analyze the development of shear bands in sand. Geotech Test J (ASTM) 1995;18(4):405–20. [38] White DJ, Take WA, Bolton MD. Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry. Geotechnique 2003;53(7):619–31. [39] Cundall PA, Strack ODL. Discrete numerical model for granular assemblies. Géotechnique 1979;29:47–65. [40] Itasca Consulting Group Inc. Particle flow code in 2 dimensions, version 3.1. Minnesota, USA; 2004 [41] Jiang MJ, Lerouil S, Konrad JM. Yielding of microstructured geomaterial by DEM analysis. J Eng Mech, ASCE 2005;131(11):1209–13. [42] Jiang MJ, Yu HS, Leroueil S. A simple and efficient approach to capturing bonding effect in naturally-microstructured sands by discrete element method. Int J Numer Methods Eng 2007;69:1158–93. [43] Utili S, Nova R. DEM analysis of bonded granular geomaterials. Int J Numer Anal Methods Geomech 2008;32(17):1997–2031. [44] Utili S, Crosta GB. Modelling the evolution of cliffs subject to weathering: II. Discrete elements approach. J Geophys Res – Earth Surface; accepted for publication. [45] Delenne JY, El Youssoufi MS, Cherblanc F, Beneet JC. Mechanical behaviour and failure of cohesive granular materials. Int J Numer Anal Methods Geomech 2004;28:1577–94. [46] Jiang MJ, Yan HB. Micro-contact laws of bonded granular materials for DEM numerical analyses. EPMESC XI (APCOM07), Kyoto, Japan; 2007. [47] Yun TS, Santamarina JC. Decementation, softening and collapse: changes in small-strain shear stiffness in K0 loading. J Geotech Geoenviron Eng, ASCE 2005;131(3):350–8. [48] Kuhn MR. A flexible boundary for three-dimensional DEM particle assemblies. Eng Comput 1995;12:175–83. [49] Wang YH, Leung SC. Characterization of cemented sand by experimental and numerical investigations. J Geotech Geoenviron Eng, ASCE 2008;134(7): 992–1004. [50] Corriveau D, Savage SB, Oger L. Internal friction angles: characterisation using biaxial test simulations. In IUTAM symposium; 1997. [51] Iwashita K, Oda M. Rolling resistance at contacts in simulation of shear band development by DEM. J Eng Mech 1998;124(3):285–92. [52] Jiang MJ, Konrad JM, Leroueil S. An efficient technique for generating homogeneous specimens for DEM studies. Comput Geotechnol 2003;30(7):579–97. [53] Jiang MJ, Yu HS, Harris D. Discrete element modelling of deep penetration in granular soils. Int J Numer Anal Methods Geomech 2006;30(4):335–61. [54] Wang YH, Leung SC. A particulate scale investigation of cemented sand behaviour. Can Geotech J 2008;45:29–44. [55] Bardet JP, Proubet J. A numerical investigation of the structure of persistent shear bands in granular media. Géotechnique 1991;41:599–613. [56] Desrues J. Localisation de la déformation plastique dans le materiaux granulaires. Thèse de doctorat, Grenoble University; 1984. p. 185. [57] Vardoulakis I, Graf B. Calibration of constitutive models for granular materials using data from biaxial experiments. Géotechnique 1985;35:299–317. [58] Jiang MJ, Zhu HH, Li XM. Strain localisation analyses of idealised sands in biaxial tests by distinct element method. Frontiers of Architecture and Civil Engineering in China 2010;4(2):208–22. [59] Jiang MJ, Yu HS, Harris D. Kinematic variables bridging discrete and continuum granular mechanics. Mech Res Commun 2006;33:651–66. [60] Jiang MJ, Harris D, Yu HS. Kinematic models for non-coaxial granular materials: Part II: evaluation. Int J Numer Anal Methods Geomech 2005;29(7):663–89. [61] Jiang MJ, Harris D, Yu HS. Kinematic models for non-coaxial granular materials: part I: theories. Int J Numer Anal Methods Geomech 2005;29(7):643–61. |
| URI: | http://wrap.warwick.ac.uk/id/eprint/40674 |
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