Analysis of granular mechanical parameters characteristics in graded gravel triaxial test-Reference-Cited by-同舟云学术

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Analysis of granular mechanical parameters characteristics in graded gravel triaxial test

Published:2024-05 Issue:11 Volume:83 Page:
ISSN:1866-6280
Container-title:Environmental Earth Sciences
language:en
Short-container-title:Environ Earth Sci

Author:

Yue Xiabing,Wu Guanqing,Jiang Shuangquan,Xie Xuandi,Xie Yongli,Meng Junmiao

Funder

Natural Science Basic Research Program of Shaanxi Province

Natural Science Basic Research Plan in Shaanxi Province of China

Transportation Science and Technology Project of Sichuan Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s12665-024-11637-8.pdf

Reference39 articles.

1. A, P DO, B, C PA (2004) A bonded-particle model for rock. Int J Rock Mech Min Sci 41(8):1329–1364

2. Ai J, Chen JF, Rotter JM, Ooi JY (2011) Assessment of rolling resistance models in discrete element simulations. Powder Technol 206(3):269–282. https://doi.org/10.1016/j.powtec.2010.09.030

3. Azéma E, Estrada N, Radjaï F (2012) Nonlinear effects of particle shape angularity in sheared granular media. Phys Rev E Stat Nonlinear Soft Matter Phys. https://doi.org/10.1103/PhysRevE.86.041301

4. Binaree T, Azéma E, Estrada N et al (2020) Combined effects of contact friction and particle shape on strength properties and microstructure of sheared granular media. Phys Rev E. https://doi.org/10.1103/PhysRevE.102.022901

5. Boton M, Azéma E, Estrada N et al (2013) Quasistatic rheology and microstructural description of sheared granular materials composed of platy particles. Phys Rev E Stat Nonlinear Soft Matter Phys. https://doi.org/10.1103/PhysRevE.87.032206

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