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Original Articles

A straightforward procedure of parameters determination for sand: a bridge from critical state based constitutive modelling to finite element analysis

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Pages 1444-1466 | Received 02 Jul 2016, Accepted 05 Jul 2017, Published online: 24 Jul 2017

References

  • Bauer, E. (2000). Conditions for embedding Casagrande’s critical states into hypoplasticity. Mechanics of Cohesive-frictional Materials, 5, 125–148.10.1002/(ISSN)1099-1484
  • Been, K., & Jefferies, M. G. (1985). A state parameter for sands. Géotechnique, 35, 99–112.
  • Biarez, J., & Hicher, P. Y. (1994). Elementary mechanics of soil behaviour: Saturated remoulded soils. Rotterdam: AA Balkema.
  • Chang, C., Yin, Z. Y., & Hicher, P. Y. (2010). Micromechanical analysis for interparticle and assembly instability of sand. Journal of Engineering Mechanics, 137, 155–168.
  • Fioravante, V., & Giretti, D. (2016). Unidirectional cyclic resistance of Ticino and Toyoura sands from centrifuge cone penetration tests. Acta Geotechnica, 11(4), 953–968. doi:10.1007/s11440-015-0419-3
  • Gajo, A., & Muir Wood, D. (1999). A kinematic hardening constitutive model for sands: The multiaxial formulation. International Journal for Numerical and Analytical Methods in Geomechanics, 23, 925–965.10.1002/(ISSN)1096-9853
  • Guide MUs: The Mathworks, Inc. (1998). Natick, MA 5, 333.
  • Hibbitt, Karlsson, & Sorensen (2001). ABAQUS/explicit: User’s manual. Author.
  • Hu, W., Yin, Z. Y., Dano, C., & Hicher, P. Y. (2011). A constitutive model for granular materials considering grain breakage. Science China Technological Sciences, 54, 2188–2196.10.1007/s11431-011-4491-0
  • Jefferies, M. (1993). Nor-sand: A simle critical state model for sand. Géotechnique, 43, 91–103.10.1680/geot.1993.43.1.91
  • Jin, Y. F., Yin, Z. Y., Zhang, D. M., & Huang, H. W. (2015). Unified modeling of the monotonic and cyclic behaviors of sand and clay. Acta Mechanica Solida Sinica, 28, 111–132.10.1016/S0894-9166(15)30001-X
  • Li, G., Liu, Y., Dano, C., & Hicher, P. (2014). Grading-dependent behavior of granular materials: From discrete to continuous modeling. Journal of Engineering Mechanics, 141, 04014172.
  • Li, X. S., & Wang, Y. (1998). Linear representation of steady-state line for sand. Journal of Geotechnical and Geoenvironmental Engineering, 124, 1215–1217.10.1061/(ASCE)1090-0241(1998)124:12(1215)
  • Liu, Y. J., Li, G., Yin, Z. Y., Dano, C., Hicher, P. Y., Xia, X. H., & Wang, J. H. (2014). Influence of grading on the undrained behavior of granular materials. Comptes Rendus Mécanique, 342, 85–95.10.1016/j.crme.2013.11.001
  • Manzari, M. T., & Dafalias, Y. F. (1997). A critical state two-surface plasticity model for sands. Géotechnique, 47, 255–272.10.1680/geot.1997.47.2.255
  • Miura, N., Murata, H., & Yasufuku, N. (1984). Stress–strain characteristics of sand in a particle-crushing region. Soils and Foundations, 24, 77–89.10.3208/sandf1972.24.77
  • Pietruszczak, S. (2010). Fundamentals of plasticity in geomechanics. Boca Raton, FL: CRC Press.
  • Richart, F., Hall, J., & Woods, R. (1970). Vibrations of soils and foundations. In International series in theoretical and applied mechanics. Englewood Cliffs, NJ: Prentice-Hall.
  • Shen, S., Wang, Z., & Cheng, W. (2017). Estimation of lateral displacement induced by jet grouting in clayey soils. Géotechnique, 67, 621–630.10.1680/jgeot.16.P.159
  • Sheng, D., Sloan, S. W., & Yu, H. S. (2000). Aspects of finite element implementation of critical state models. Computational Mechanics, 26, 185–196.10.1007/s004660000166
  • Taiebat, M., & Dafalias, Y. F. (2008). SANISAND: Simple anisotropic sand plasticity model. International Journal for Numerical and Analytical Methods in Geomechanics, 32, 915–948.10.1002/(ISSN)1096-9853
  • Tomita, Y., Nishigata, T., Masui, T., & Yao, S. (2012). Load settlement relationships of circular footings considering dilatancy characteristics of sand. International journal of GEOMATE: Geotechnique, Construction Materials and Environment, 2, 148–153.
  • Vermeer, P. (1978). A double hardening model for sand. Géotechnique, 28, 413–433.10.1680/geot.1978.28.4.413
  • Wu, W., Bauer, E., & Kolymbas, D. (1996). Hypoplastic constitutive model with critical state for granular materials. Mechanics of Materials, 23, 45–69.10.1016/0167-6636(96)00006-3
  • Wu, Y.-X., Shen, S.-L., & Yuan, D.-J. (2016). Characteristics of dewatering induced drawdown curve under blocking effect of retaining wall in aquifer. Journal of Hydrology, 539, 554–566.10.1016/j.jhydrol.2016.05.065
  • Xu, Y.-S., Shen, S.-L., Ren, D.-J., & Wu, H.-N. (2016). Analysis of factors in land subsidence in Shanghai: A view based on a strategic environmental assessment. Sustainability, 8, 573.10.3390/su8060573
  • Yao, Y. P., & Sun, D. A. (2000). Application of Lade's criterion to cam-clay model. Journal of Engineering Mechanics, 126, 112–119.10.1061/(ASCE)0733-9399(2000)126:1(112)
  • Yao, Y. P., Sun, D. A., & Luo, T. (2004). A critical state model for sands dependent on stress and density. International Journal for Numerical and Analytical Methods in Geomechanics, 28, 323–337.10.1002/(ISSN)1096-9853
  • Yao, Y. P., Sun, D. A., & Matsuoka, H. (2008). A unified constitutive model for both clay and sand with hardening parameter independent on stress path. Computers and Geotechnics, 35, 210–222.10.1016/j.compgeo.2007.04.003
  • Yao, Y. P., & Wang, N. D. (2014). Transformed stress method for generalizing soil constitutive models. Journal of Engineering Mechanics, 140, 614–629.10.1061/(ASCE)EM.1943-7889.0000685
  • Yin, Z. Y., & Chang, C. S. (2013). Stress–dilatancy behavior for sand under loading and unloading conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 37, 855–870.10.1002/nag.v37.8
  • Yin, Z. Y., Chang, C. S., & Hicher, P. Y. (2010). Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand. International Journal of Solids and Structures, 47, 1933–1951.10.1016/j.ijsolstr.2010.03.028
  • Yin, Z. Y., Hicher, P. Y., Dano, C., & Jin, Y. F. (2016). Modeling the mechanical behavior of very coarse granular materials. Journal of Engineering Mechanics ASCE. doi:10.1061/(ASCE)EM.1943-7889.0001059
  • Yin, Z. Y., Xu, Q., & Hicher, P. Y. (2013). A simple critical-state-based double-yield-surface model for clay behavior under complex loading. Acta Geotechnica, 8, 509–523.10.1007/s11440-013-0206-y
  • Yin, Z. Y., Zhao, J., & Hicher, P. Y. (2014). A micromechanics-based model for sand-silt mixtures. International Journal of Solids and Structures, 51, 1350–1363.10.1016/j.ijsolstr.2013.12.027

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