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European Journal of Environmental and Civil Engineering Volume 22, 2018 - Issue sup1: Multi-Scale Studies in Geomechanics and Geotechnical Engineering
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Articles

Particle contact characteristics of coarse-grained soils under normal contact

Zhao ChengDepartment of Geotechnical Engineering, Tongji University, Shanghai, China;Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai, China
,
Hou RuiDepartment of Geotechnical Engineering, Tongji University, Shanghai, China
&
Zhou JianDepartment of Geotechnical Engineering, Tongji University, Shanghai, China;Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai, ChinaCorrespondence[email protected]
Pages s114-s129 | Received 21 May 2017, Accepted 10 Aug 2017, Published online: 07 Sep 2017

References

  • Bagi, K. (1996). Stress and strain in granular assemblies. Mechanics of Materials, 22, 165–177.10.1016/0167-6636(95)00044-5
  • Cavarretta, I., Coop, M., & O’Sullivan, C. (2010). The influence of particle characteristics on the behaviour of coarse grained soils. Géotechnique, 60, 413–423.10.1680/geot.2010.60.6.413
  • Chang, C. S., Misra, A., & Sundaram, S. S. (1990). Micromechanical modelling of cemented sands under low amplitude oscillations. Géotechnique, 40, 251–263.10.1680/geot.1990.40.2.251
  • Chu, F. Y., Zhu, J. G., & Yin, J. H. (2013). Study of dilatancy behaviors of coarse-grained soils in large-scale triaxial test. Rock and Soil Mechanics, 8, 027.
  • Dong, Q., Yao, H., Zheng, L. U., & Zhan, Y. (2014). Study of microfabric and constitutive relation of granular material. Chinese Journal of Rock Mechanics & Engineering, 33, 4334–4342.
  • Fu, P., & Dafalias, Y. F. (2011). Fabric evolution within shear bands of granular materials and its relation to critical state theory. International Journal for Numerical and Analytical Methods in Geomechanics, 35, 1918–1948.10.1002/nag.v35.18
  • Guo, Q. G. (1983). Experimental study on stress-strain and nonlinear parameters of coarse grained soil. Journal of hydraulic engineering, 11, 46–52.
  • Jiang, J. S., Cheng, Z. L., Zuo, Y. Z., & Ding, H. S. (2014). Dilatancy of coarse-grained soil in large-scale triaxial tests study. Rock & Soil Mechanics, 35, 3129–3138.
  • Jiang, M. J., Bai, R. P., Iiu, J. D., & Zhou, Y. P. (2013). Experimental study of inter-granular particles bonding behaviors for rock microstructure. Chinese Journal of Rock Mechanics and Engineering, 32, 1121–1128.
  • Lee, I. K., & Coop, M. R. (1995). The intrinsic behaviour of a decomposed granite soil. Géotechnique, 45, 117–130.10.1680/geot.1995.45.1.117
  • Ministry of Water Resources of the PRC. SL237-1999. 1999. Geotechnical test procedure. China Water Power Press.
  • Pan, J. J., Cheng, Z. L., Yu, T., Jiang, J. W., Zuo, Y. Z., & Xu, H. (2016). Experimental study on stress-strain characteristics of coarse-grained soil under different intermediate principal stresses. Chinese Journal of Rock Mechanics & Engineering, 38, 2078–2084.
  • Utili, S., & Nova, R. (2008). DEM analysis of bonded granular geomaterials. International Journal for Numerical & Analytical Methods in Geomechanics, 32, 1997–2031.10.1002/nag.v32:17
  • Wei, K. M., Chen, S. S., Li, G. Y., & Fu, Z. Z. (2016). Constitutive model for coarse-grained dam materials considering state parameter. Chinese Journal of Rock Mechanics & Engineering, 38, 654–661.
  • Yimsiri, S., & Soga, K. (2011). Effects of soil fabric on behaviors of granular soils: Microscopic modeling. Computers & Geotechnics, 38, 861–874.10.1016/j.compgeo.2011.06.006
  • Zhong, X. X., & Yuan, J. X. (1992). Microfabrics and constitutive relations of granular material. Chinese Journal of Rock Mechanics & Engineering, 5, 41–50.
  • Zhou, W., Xie, T. T., Gang, M. A., & Chang, X. L. (2012). Stress and deformation analysis of rockfill in true triaxial stress conditions based on pfc. Rock & Soil Mechanics, 33, 3006–3012 + 3080.

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