Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (12): 4637-4643.doi: 10.16285/j.rsm.2018.1775

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study of strain rate effects on mechanical properties of coral particles

MA Lin-jian1, LI Zeng1, LUO Zong-mu1, WEI Hou-zhen2, DUAN Li-qun1   

  1. 1. State Key Laboratory of Disaster Prevention & Mitigation of Explosion & Impact, College of Defense Engineering, Army Engineering University of PLA, Nanjing, Jiangsu 210007, China; 2. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2018-09-21 Online:2019-12-11 Published:2020-01-03
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (41877260,51808551).

Abstract: The macroscopic mechanical behaviors of coral sand, such as high compressibility, shear and creep are closely related to the characteristics of coral particle crushing. The strain rate effect of coral particles is of great significance to study the strength and deformation characteristics of coral sand under different loading forms . The effects of loading strain rate on particle crushing strength, crushing mode and fractal dimension were studied by applying different rates of 0.1-50 mm/min on about 300 coral particles in crushing tests. The analysis results show that the crushing strength of coral grain follows the Weibull distribution law, and the characteristic crushing strength increases nonlinearly with the increasing of strain rate. Due to the increase of loading rate, the main splitting failure of coral particles appears prior to the surface grinding and local fracture, and the corresponding load-displacement curves show a transition of "multi-peak" pre- and post-peak. The fractal dimension and crushing energy density of broken coral grain are also rate-dependent and the positively linear relationship with the logarithm of strain rate indicates that the dissipated energy and damage degree develop with loading rate.

Key words: coral particle, strain rate effect, crushing strength, crushing mode, fracture energy, fractal crushing dimension

CLC Number: 

  • TU452
[1] XU Dong-dong, WU Ai-qing, LI Cong, WANG Bin, JIANG Yu-zhou, ZENG Ping, YANG Yong-tao, . An improved discontinuous deformation analysis method for simulation of whole fracturing process [J]. Rock and Soil Mechanics, 2019, 40(3): 1169-1178.
[2] LI Yang, SHE Cheng-xue. Numerical simulation of effect of size on crushing strength of rockfill grains using particle flow code [J]. , 2018, 39(8): 2951-2959.
[3] XIANG Peng, JI Hong-guang, CAI Mei-feng, ZHANG Yue-zheng. Dynamic energy release mechanism and geometric scale feature of ejection rockburst source [J]. , 2018, 39(2): 457-466.
[4] MA Lin-jian, YANG Fa, WANG Ming-yang, LI Zeng, . Generalized Hoek-Brown dynamic strength criterion incorporating strain rate effect [J]. , 2017, 38(S2): 27-32.
[5] ZHOU Hai-juan, MA Gang, YUAN Weir, ZHOU Wei, CHANG Xiao-lin, . Size effect on the crushing strengths of rock particles [J]. , 2017, 38(8): 2425-2433.
[6] CHEN Le-qiu, ZHANG Jia-sheng, CHEN Jun-hua, CHEN Ji-guang,. Testing of static and dynamic strength properties of cement-improved argillaceous-slate coarse-grained soil [J]. , 2017, 38(7): 1903-1910.
[7] KE Wen-hui, CHEN Jian, SHENG Qian, HUANG Jue-hao,. One-dimensional elastic visco-plastic modelling of time-dependent behavior of structured soft clays [J]. , 2016, 37(9): 2561-2568.
[8] KE Wen-hui, CHEN Jian, SHENG Qian, LI Xiao-long, HUANG Jue-hao,. A one-dimensional elasto-viscoplastic model for describing time-dependent behavior of soft clays [J]. , 2016, 37(8): 2198-2205.
[9] YAO Shao-feng, ZHANG Zhen-nan, GE Xiu-run, QIU Yi-ping, XU Jin-ming,. Correlation between fracture energy and geometrical characteristic of mesostructure of marble [J]. , 2016, 37(8): 2341-2346.
[10] MA Qin-yong, ZHANG Jing-shuang, CHEN Wen-feng, YUAN Pu. Analysis of SHPB test and impact compression in confining pressure for artificial frozen soil [J]. , 2014, 35(3): 637-640.
[11] LI Ming , MAO Xian-biao , CAO Li-li , MAO Rong-rong , TAO Jing,. Experimental study of mechanical properties on strain rate effect of sandstones after high temperature [J]. , 2014, 35(12): 3479-3488.
[12] ZHANG An-kang,CHEN Shi-hai,DU Rong-qiang,WEI Hai-xia. Energy-based elastoplastic damage model for rock materials with strain rate effects [J]. , 2010, 31(S1): 207-210.
[13] ZHANG Hua, LU Feng. Test research on dynamic properties of granite under strain rate from 101 to 102 s?1 [J]. , 2009, 30(S1): 29-32.
[14] LIU Dong-mei , SONG Chao-ye , CHEN Zhi-yong . Research on deformation and failure of steel fiber concrete by real-time laser holographic interferometry [J]. , 2007, 28(9): 1997-2002.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!