The strength–dilatancy characteristics embraced in hypoplasticity

Zhongzhi FU, Sihong LIU, Zijian WANG

PDF(537 KB)
PDF(537 KB)
Front. Struct. Civ. Eng. ›› 2013, Vol. 7 ›› Issue (2) : 178-187. DOI: 10.1007/s11709-013-0191-0
RESEARCH ARTICLE
RESEARCH ARTICLE

The strength–dilatancy characteristics embraced in hypoplasticity

Author information +
History +

Abstract

The strength-dilatancy characteristics of frictional materials embraced in the hypoplastic model proposed by Gudehus and Bauer are investigated and compared with the revised model suggested by Huang. In the latter the deviatoric stress in the model by Gudehus and Bauer is replaced by a transformed stress according to the stress transformation technique proposed by Matsuoka. The flow rule, the failure state surface equation and the strength-dilatancy relationship embraced in both models are derived analytically. The performance of the two hypoplastic models in reproducing the relationship between the peak strength and the corresponding dilation rate under triaxial compression, plane compression and plane shearing are then extensively investigated and compared with experimental results and with the predictions made by particular classical stress-dilatancy theories. Numerical investigations show that the performance in reproducing the strength-dilatancy relationship is quite satisfactory under triaxial compression stress state in both models and the predictions made by the transformed stress based model are closer to the results obtained from classical stress-dilatancy theories for plane compression and plane shearing problems.

Keywords

strength / dilatancy / hypoplasticity / frictional materials

Cite this article

Download citation ▾
Zhongzhi FU, Sihong LIU, Zijian WANG. The strength–dilatancy characteristics embraced in hypoplasticity. Front Struc Civil Eng, 2013, 7(2): 178‒187 https://doi.org/10.1007/s11709-013-0191-0

References

[1]
Gudehus G. A comprehensive constitutive equation for granular materials. Soil and Foundation, 1996, 36(1): 1–12
CrossRef Google scholar
[2]
Bauer E. Calibration of a comprehensive hypoplastic model for granular materials. Soil and Foundation, 1996, 36(1): 13–26
CrossRef Google scholar
[3]
Bauer E. Conditions for embedding Casagrande’s critical states into hypoplasticity. Mechanics of Cohesive-Frictional Materials, 2000, 5(2): 125–148
CrossRef Google scholar
[4]
Huang W X, Sloan S, Fityus S. Incorporating a predefined limit condition in a hypoplastic model by means of stress transformation. Mechanics of Materials, 2008, 40(10): 796–802
CrossRef Google scholar
[5]
Matsuoka H, Yao Y P, Sun D A. The cam-clay models modified by the SMP criterion. Soil and Foundation, 1999, 39(1): 81–95
CrossRef Google scholar
[6]
Taylor D W. Fundamentals of Soil Mechanics. New York: John & Wiley, 1948
[7]
Schofield A N, Wroth C P. Critical State Soil Mechanics. London: McGraw-Hill, 1968
[8]
Rowe P W. The stress dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings of the Royal Society of London. Series A, Mathematical and Physical Sciences, 1962, 269(1339): 500–527
CrossRef Google scholar
[9]
Bolton M D. The strength and dilatancy of sands. Geotechnique, 1986, 36(1): 65–78
CrossRef Google scholar
[10]
Simoni A, Houlsby G T. The direct shear strength and dilatancy of sand-gravel mixtures. Geotechnical and Geological Engineering, 2006, 24(3): 523–549
CrossRef Google scholar
[11]
Vardoulakis I, Georgopoulos I O. The ‘stress-dilatancy’ hypothesis revisited: shear-banding related instabilities. Soil and Foundation, 2005, 45(2): 61–76
[12]
Iai S. A new look at the stress dilatancy relation in Cam-Clay model. Soil and Foundation, 1994, 34(2): 1–12
CrossRef Google scholar
[13]
Cubrinovski M, Ishihara K. Modelling of sand behaviour based on state concept. Soil and Foundation, 1998, 38(3): 115–127
CrossRef Google scholar
[14]
Matsuoka H, Nakai T. Relationship among Tresca, Mises, Mohr-Coulomb and Matsuoka-Nakai failure criteria. Soil and Foundation, 1985, 25(4): 123–128
CrossRef Google scholar
[15]
Huang W X, Sun D A, Sloan S W. Analysis of the failure mode and softening behavior of sands in true triaxial tests. International Journal of Solids and Structures, 2007, 44(5): 1423–1437
CrossRef Google scholar
[16]
Lade P V. Assessment of test data for selection of 3-D failure criterion for sand. International Journal for Numerical and Analytical Methods in Geomechanics, 2006, 30(4): 307–333
CrossRef Google scholar
[17]
Lade P V. Instability, shear banding, and failure in granular materials. International Journal of Solids and Structures, 2002, 39(13-14): 3337–3357
CrossRef Google scholar
[18]
Fu Z Z, Bauer E. Hypoplastic constitutive modeling of the long term behaviour and wetting deformation of weathered granular materials. In: Bauer E, Semprich S, Zenz G eds. In: Proceeding of the 2nd International Conference on Long Term Behaviour of Dams. Graz, 2009, 473–478
[19]
Oda M. Deformation mechanism of sand in triaxial compression tests. Soil and Foundation, 1972, 12(4): 45–63
CrossRef Google scholar

Acknowledgements

This work was supported by the National Natural Science Foundation of China (Grant Nos. 51209141 and 51179059), and the Fund for Young Scientists in the Nanjing Hydraulic Research Institute (No. Y312004).

RIGHTS & PERMISSIONS

2014 Higher Education Press and Springer-Verlag Berlin Heidelberg
AI Summary AI Mindmap
PDF(537 KB)

Accesses

Citations

Detail

Sections
Recommended

/