Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (6): 2427-2434.doi: 10.16285/j.rsm.2018.1212

• Numerical Analysis • Previous Articles     Next Articles

Force chain evolution in granular materials during biaxial compression

FU Long-long1, 2, ZHOU Shun-hua1, 2, TIAN Zhi-yao1, 2, TIAN Zhe-kan1, 2   

  1. 1. Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai 201804, China; 2. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
  • Received:2018-08-24 Online:2019-06-11 Published:2019-06-22
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51708423).

Abstract: Numerical biaxial tests of cohesionless granular materials were conducted using a flexible boundary model to investigate the evolution of the quantity and directional probability of force chains with varied axial strain, under different confining pressures. It has found that the quantity of high-stress particles which don’t form force chains decrease as the deviatoric stress increases, indicating that more loads are born by force chains. Statistically, the maximum length of force chains is 9 particles. As axial strain increases, the probability of force chains oriented in the direction [60o, 120o] evolves alike with deviatoric stress. While the probability of force chains oriented in the two directions [40o, 60o] and [120o, 140o] evolves contrary to deviatoric stress. Two types of shear failure were found in biaxial tests: single shear band and two conjugated shear bands. According to the comparison of the probability of force chains oriented in [40o, 60o] and [120o, 140o], a single shear band occurs within the angle range with obviously less probability, while two conjugated shear bands occur when the probabilities of force chains in these two directions have slight difference.

Key words: granular material, biaxial compression test, force chain, directional probability, shear band

CLC Number: 

  • U411.92
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