Deformation Mechanisms of Crushable Blocky Materials Upon Lateral Unloading for a Biaxial Stress State
Technical Note
First Online:
Received:
Accepted:
- 219 Downloads
- 2 Citations
Keywords
Biaxial tests Crushable blocky materials Deformation mechanism Lateral unloadingNotes
Acknowledgments
The author thanks the anonymous reviewer for his careful review, contributions and critics, which led to the improvement of the manuscript. The author is deeply indebted to the late Prof. Zhujiang Shen of Tsinghua University and Prof. Tielin Chen of Beijing Jiaotong University for their valuable discussion and help in performing the tests. This work was funded by National Science Foundation of China (Grant No.51009103).
References
- Anandarajah A (2004) Sliding and rolling constitutive theory for granular materials. In: Malla RB, Maji A (eds) Engineering, Construction, and Operations in Challenging Environments: Earth & Space, Proceedings of the Ninth Biennial ASCE Aerospace Division International Conference on Engineering, Construction, and Operations in Challenging Environments, League City/Houston, TX, March 7–10, 2004, pp 73–77Google Scholar
- Bartake PP, Singh DN (2007) A generalized methodology for determination of crushing strength of granular materials. Geotech Geol Eng 25:203–213CrossRefGoogle Scholar
- Calvetti F, Combe G, Lanier J (1997) Experimental micromechanical analysis of a 2D granular material: relation between structure evolution and loading path. Mech Cohes Frict Mater 2:121–163CrossRefGoogle Scholar
- Chang CS, Hicher P-Y (2005) An elasto-plastic model for granular materials with microstructural consideration. Int J Solids Struct 42:4258–4277CrossRefGoogle Scholar
- Chappell BA (1979) Deformational response in discontinua. Int J Rock Mech Min Sci Geomech Abstr 16:377–390CrossRefGoogle Scholar
- Delenne J-Y, El Youssoufi MS, Cherblanc F, Benet J-C (2004) Mechanical behaviour and failure of cohesive granular materials. Int J Numer Anal Methods Geomech 28:1577–1594CrossRefGoogle Scholar
- Drescher A (1976) An experimental investigation of flow rules for granular materials using optically sensitive glass particles. Géotechnique 26(4):591–601CrossRefGoogle Scholar
- Hardin BO (1985) Crushing of soil particles. J Geotech Eng 111(10):1177–1192CrossRefGoogle Scholar
- Lanier L (2001) Micro-mechanisms of deformation in granular materials: experiments and numerical results. In: Vermeer PA, Diebels S, Ehlers W, Herrmann HJ, Luding S, Ramm E (eds) Lecture Notes in Physics (LNP) vol 568, pp 163–172Google Scholar
- Liu E (2011) Deformation and breakage properties of crushable blocky materials. Rock Mech Rock Eng 44:373–377CrossRefGoogle Scholar
- McDowell GR, Bolton MD, Robertson D (1996) The fractal crushing of granular materials. Int J Mech Phys Solids 44:2079–2102CrossRefGoogle Scholar
- Nakata Y, Hyodo M, Hyde AFL, Kato Y, Murata H (2001) Microscopic particle crushing of sand subjected to high pressure one-dimensional compression. Soils Found 41(1):69–82CrossRefGoogle Scholar
- Oda M, Konishi J, Nemat-Nasser S (1980) Some experimentally based fundamental results on the mechanical behavior of granular materials. Géotechnique 30(4):479–495CrossRefGoogle Scholar
- Rowe PW (1962) The stress–dilatancy relation for static equilibrium of an assembly of particles in contact. Proc R Soc Lond A 269:500–527CrossRefGoogle Scholar
- Takei M, Kusakabe O, Hayashi T (2001) Time-dependent behavior of crushable materials in one-dimensional compression tests. Soils Found 41(1):97–121CrossRefGoogle Scholar
- Wolf H, König D, Triantafyllidis T (2003) Experimental investigation of shear band patterns in granular material. J Struct Geol 25:1229–1240CrossRefGoogle Scholar
Copyright information
© Springer-Verlag 2011