›› 2011, Vol. 32 ›› Issue (1): 309-315.

• Testing Technology • Previous Articles     Next Articles

Development of experimental apparatus for contact behaviour of bonded granules

JIANG Ming-jing 1, 2,SUN Yu-gang 1, 2,LI Li-qing 1, 2   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China
  • Received:2010-03-30 Online:2011-01-10 Published:2011-01-19

Abstract:

An apparatus for specimen preparation and test on contact behaviour of idealized bonded granules is designed, which can be applied into the verification of contact model and parameter rationality for natural structured sand in the discrete element method (DEM). By using the specimen preparation devices, two aluminum rods with the same size are glued together by adhesive in a pre-defined mode. By using the auxiliary loading devices, the mechanical behaviours of contact between the bonded rods are obtained under simple and complicated conditions. The results show that the apparatus can be used effectively in test on contact behaviour of the bonded rods. The mechanical behaviours of contact between bonded rods agree well with the bonded materials contact model implemented by the discrete element method. The peak shear and rotational strength of the bonds increase with the increasing of normal force. The strength envelope in the normal-torsion-shear stress space is an elliptic paraboloid shell.

Key words: bonded granules, contact behaviour, complex loading condition, experimental apparatus

CLC Number: 

  • TU 443
[1] JIANG Ming-jing , JIN Shu-lou , LIU Wei , LIU Jun , . Three-dimensional experimental study of mechanical behaviors of bonded granules [J]. , 2015, 36(S1): 9-13.
[2] JIANG Ming-jing ,ZHOU Ya-ping ,CHEN He . Experimental study of mechanical behaviors of bonded granules under different bond thicknesses [J]. , 2013, 34(5): 1264-1273.
[3] JIANG Ming-jing , SUN Yu-gang. A DEM modelling of mechanical behaviour of artificially cemented sand [J]. , 2011, 32(6): 1849-1856.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] LIU Xiao-wen,CHANG Li-jun,HU Xiao-rong. Experimental research of matric suction with water content and dry density of unsaturated laterite[J]. , 2009, 30(11): 3302 -3306 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[7] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[8] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .
[9] ZHAO Yue-tang, LIN Jia-wei, SHI Lei. Research of spalling under impulse loading[J]. , 2011, 32(S2): 122 -126 .
[10] WANG Guo-cui, YANG Min. Nonlinear analysis of laterally loaded piles in sand[J]. , 2011, 32(S2): 261 -267 .