Theoretical Analysis and Experimental Research on Multiscale Mechanical Properties of Soil
Publication: International Journal of Geomechanics
Volume 16, Issue 4
Abstract
The skeleton of soil, which consists of soil particles at various scales, is a complex granular material and displays multiscale and hierarchical mechanical properties. The coupling effects of deformations at different scale levels of the soil structures have great influence on the macroscale mechanical behaviors of the soil. According to the scale divisions of soil and the physical and mechanical effects generated by the interactions between soil particles at different scales, a soil cell element that can describe the internal material information and particle characteristics of soil was constructed. On the basis of this soil cell element, a soil cell element model that can characterize the multiscale mechanical properties of soil is proposed. A series of unconsolidated and undrained triaxial compression tests on saturated, remolded soil samples with a variety of particle combinations was designed to analyze the proposed soil cell element model. The results show that the macrostrength of soil increased with an increase in the density of coordinated microcracks and effective strain gradient. The relationship between the macrostrength of soil and each of these two parameters can be presented as a parabolic function, respectively. The soil cell element model, which establishes the relationship between macrostrength and the intrinsic length scale and the effective strain gradient, can reproduce and predict the multiscale mechanical properties of soil. In the soil cell element model, the intrinsic length scale is a reflection of the geometrical morphology of microcracks, and the effective strain gradient is a reflection of the shape distortion of the mesoscale soil cell element. The experimental data can be well fitted to the soil cell element model. These research results are significant for the development of a multiscale theoretical framework that links different coupling scales.
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Acknowledgments
This work was financially supported by the State Key Laboratory of Subtropical Building Science (2012ZA04), Natural Science Foundation of China (51208211), and Fundamental Research Funds for the Central Universities (2014ZZ0011).
References
Abu Al-Rub, R. K., and Voyiadjis, G. Z. (2006). “A physically based gradient plasticity theory.” Int. J. Plast., 22(4), 654–684.
Andrade, J. E., Avila, C. F., Hall, S. A., Lenoir, N., and Viggiani, G. (2011). “Multiscale modeling and characterization of granular matter: From grain kinematics to continuum mechanics.” J. Mech. Phys. Solids, 59(2), 237–250.
Avila, C., and Andrade, J. (2012). “Advances in multiscale modeling and characterization of granular matter.” Procedia IUTAM, 3, 157–171.
Bažant, Z. P. (1999). “Size effect on structural strength: A review.” Arch. Appl. Mech., 69(9–10), 703–725.
Campbell, C. S. (2006). “Granular material flows—An overview.” Powder Technol., 162(3), 208–229.
Cundall, P. A., and Strack, O. D. L. (1979). “A discrete numerical model for granular assemblies.” Géotechnique, 29(1), 47–65.
Falagush, O., McDowell, G., and Yu, H. (2015). “Discrete element modeling of cone penetration tests incorporating particle shape and crushing.” Int. J. Geomech., 04015003.
Fang, Y. G. (2014a). “Shear test and physical mechanism analysis on size effect of granular media.” Acta Phys. Chim. Sin., 63(3), 274–283.
Fang, Y. G. (2014b). “Theoretical and experimental investigation on size effect characteristic of strength and deformation of soil.” Rock Soil Mech., 35(1), 41–47.
Fang, Y. G., Feng, D. L., Ma, W. X., Gu, R., and He, Z. (2013). “Theoretical and experimental study of size effect of soil strength.” Chin. J. Rock Mech. Eng., 32(11), 2359–2367.
Fleck, N. A., and Hutchinson, J. W. (1997). “Strain gradient plasticity.” Advances in applied mechanics, W. H. John and J. W. Hutchinson, eds., Vol. 33, Elsevier, London, 295–361.
Gao, H., Huang, Y., Nix, W. D., and Hutchinson, J. W. (1999). “Mechanism-based strain gradient plasticity—1: Theory.” J. Mech. Phys. Solids, 47(6), 1239–1263.
Herrmann, H. J. (2002). “Granular matter.” Physica A, 313(1), 188–210.
Iverson, R. M. (1997). “The physics of debris flows.” Rev. Geophy., 35(3), 245–296.
Kanchi, G., Neeraja, V., and Sivakumar Babu, G. (2015). “Effect of anisotropy of fibers on the stress-strain response of fiber-reinforced soil.” Int. J. Geomech., 06014016.
Kuhn, M. R. (2005). “Are granular materials simple? An experimental study of strain gradient effects and localization.” Mech. Mater., 37(5), 607–627.
Lawn, B. (1993). Fracture of brittle solids, 2nd Ed., Cambridge University Press, London.
Li, X., and Wan, K. (2011). “A bridging scale method for granular materials with discrete particle assembly—Cosserat continuum modeling.” Comput. Geotech., 38(8), 1052–1068.
Li, X., and Yu, H. (2013). “Particle-scale insight into deformation noncoaxiality of granular materials.” Int. J. Geomech., 04014061.
Ma, G., Zhou, W., Chang, X., and Yuan, W. (2014). “Combined FEM/DEM modeling of triaxial compression tests for rockfills with polyhedral particles.” Int. J. Geomech., 04014014.
Paliwal, B., and Ramesh, K. T. (2008). “An interacting micro-crack damage model for failure of brittle materials under compression.” J. Mech. Phys. Solids, 56(3), 896–923.
Ren, X., Chen, J. S., and, Li, J, et al. (2011). “Micro-cracks informed damage models for brittle solids.” Int. J. Solids Struct., 48(10), 1560–1571.
Selvadurai, A. P. S., and Yu, Q. (2005). “Mechanics of a discontinuity in a geomaterial.” Comput. Geotech., 32(2), 92–106.
Tang, S., Hou, T. Y., and Liu, W. K. (2006). “A mathematical framework of the bridging scale method.” Int. J. Numer. Methods Eng., 65(10), 1688–1713.
Yimsiri, S., and Soga, K. (2011). “Effects of soil fabric on behaviors of granular soils: Microscopic modeling.” Comput. Geotech., 38(7), 861–874.
Zhao, J., Sheng, D., and Zhou, W. (2005). “Shear banding analysis of geomaterials by strain gradient enhanced damage model.” Int. J. Solids Struct., 42(20), 5335–5355.
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© 2016 American Society of Civil Engineers.
History
Received: Dec 30, 2014
Accepted: Jun 29, 2015
Published online: Jan 4, 2016
Discussion open until: Jun 4, 2016
Published in print: Aug 1, 2016
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