Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (8): 2041-2058.doi: 10.16285/j.rsm.2020.1904

• Fundamental Theroy and Experimental Research •     Next Articles

State-of-the-art review of research on the particle shape of soil

MA Cheng-hao1, 2, ZHU Chang-qi1, LIU Hai-feng1, CUI Xiang1, 2, WANG Tian-min1, 2, JIANG Kai-fang1, 3, YI Ming-xing1, 3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. College of Civil Engineering and Architecture, Guilin University of Technology, Guilin, Guangxi 541004, China
  • Received:2020-12-22 Revised:2021-03-06 Online:2021-08-11 Published:2021-08-16
  • Supported by:
    This work was supported by the Strategic Priority Research Program of Chinese Academy of Sciences (XDA13010203), the General Program of National Natural Science Foundation of China (41877271,41572304) and the Hubei Natural Science Foundation(2020CFB243).

Abstract: Particle shape is one of the most important characteristics of particles and its correlation with mechanical properties has attracted great attentions. In order to systematize the influence of particle shape on the mechanical properties of aggregates, the research results of physical characterization, numerical simulation and laboratory test of particle shape were summarized and analyzed. The results show that the definition method of particle shape based on three scales (form, angularity and surface texture parameters) is the most ideal method to describe the particle shape characteristics. The numerical method can simulate the shape of a single convex particle and the arrangement structure of a convex particle assembly, but the characterization of concave particles by numerical methods is not accurate enough. There are correlations of particle shape with pore structure, natural angle of repose, limited void ratio and particle size. The permeability coefficient of the aggregate is largely controlled by the shape characteristics of the particles under the same gradation and porosity. Due to the difference in interparticle locking and the number of contact points, the particle shape in uniform particle size affects the small strain strength, peak strength, residual strength of the aggregate and the dilatancy. Finally, the problems in particle shape research are discussed and future research directions are proposed.

Key words: state-of-the-art review, particle shape, shape parameters, numerical simulation, laboratory tests, mechanical properties

CLC Number: 

  • TU 411.1
[1] JI Sheng-ge, WANG Bao-zhong, YANG Xiu-juan, FAN Heng-hui. Experimental study of dispersive clay modified by calcium lignosulfonate [J]. Rock and Soil Mechanics, 2021, 42(9): 2405-2415.
[2] LIU Jie, ZHANG Li-ming, CONG Yu, WANG Zai-quan, . Research on the mechanical characteristics of granite failure process under true triaxial stress path [J]. Rock and Soil Mechanics, 2021, 42(8): 2069-2077.
[3] ZHOU Heng-yu, WANG Xiu-shan, HU Xing-xing, XIONG Zhi-qi, ZHANG Xiao-yuan, . Influencing factors and mechanism analysis of strength development of geopolymer stabilized sludge [J]. Rock and Soil Mechanics, 2021, 42(8): 2089-2098.
[4] CUI Wei, WANG Li-xin, JIANG Zhi-an, WANG Chao, WANG Xiao-hua, ZHANG She-rong, . Numerical simulation of grouting process in rock mass with rough fracture network based on corrected cubic law [J]. Rock and Soil Mechanics, 2021, 42(8): 2250-2258.
[5] ZHU Chun, HE Man-chao, ZHANG Xiao-hu, TAO Zhi-gang, YIN Qian, LI Li-feng, . Nonlinear mechanical model of constant resistance and large deformation bolt and influence parameters analysis of constant resistance behavior [J]. Rock and Soil Mechanics, 2021, 42(7): 1911-1924.
[6] PENG Shou-jian, WANG Rui-fang, XU Jiang, GAN Qing-qing, CAI Guo-liang, . Experimental study of the effect of secondary carbonization temperature on mechanical properties and microstructure of hot-pressed coal briquette specimens [J]. Rock and Soil Mechanics, 2021, 42(5): 1221-1229.
[7] YANG Ai-wu, XU Cai-li, LANG Rui-qing, WANG Tao, . Three-dimensional mechanical properties and failure criterion of municipal solidified sludge under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2021, 42(4): 963-975.
[8] WANG Zhao-yao, LIU Hong-jun, YANG Qi, ZHAO Zhen, HU Rui-geng, . Local scour of large diameter monopile under combined waves and currents [J]. Rock and Soil Mechanics, 2021, 42(4): 1178-1185.
[9] CHEN Meng, CUI Xiu-wen, YAN Xin, WANG Hao, WANG Er-lei, . Prediction model for compressive strength of rock-steel fiber reinforced concrete composite layer [J]. Rock and Soil Mechanics, 2021, 42(3): 638-646.
[10] SHI Feng, LU Kun-lin, YIN Zhi-kai. Determination of three-dimensional passive slip surface of rigid retaining walls in translational failure mode and calculation of earth pressures [J]. Rock and Soil Mechanics, 2021, 42(3): 735-745.
[11] XIONG Zhong-ming, LÜ Shi-hong, LI Yun-liang, ZHAO Qi-feng, LI Jin, TAN Shu-shun, ZHANG Xiang-rong, ZHU Yu-rong, JIANG Lei, YANG Qi-fan, ZHANG Ning-bo, ZHANG Zi-dong. Research on dynamic properties and energy dissipation of loess under passive confining pressure conditions [J]. Rock and Soil Mechanics, 2021, 42(3): 775-782.
[12] SUN Zhuang-zhuang, MA Gang, ZHOU Wei, WANG Yi-han, CHEN Yuan, XIAO Hai-bin. Influence of particle shape on size effect of crushing strength of rockfill particles [J]. Rock and Soil Mechanics, 2021, 42(2): 430-438.
[13] LI Hong-xing, FENG Shi-jin, HE Shao-hua, ZHANG Xiao-lei, SUN Da-ming, . Study on mechanical characteristics of a new PHC short pile foundation for solar power generation in sandy soil [J]. Rock and Soil Mechanics, 2021, 42(12): 3217-3226.
[14] WANG Dong-po, HE Qi-wei, LIU Yan-hui, WEN Ji-wei, LI wei, . Research on the energy dissipation mechanism of rockfall impacts on the improved rockfall attenuator barrier [J]. Rock and Soil Mechanics, 2021, 42(12): 3356-3365.
[15] MEI Jin-ling, CAO Hong, LUO Guan-yong, PAN Hong, . Extension and applicability analysis of a quasi-three-dimensional finite element model to simulate regional groundwater flow problems in multi-layered subsoils [J]. Rock and Soil Mechanics, 2021, 42(12): 3428-3439.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] YAO Yang-ping, HOU Wei. Basic mechanical behavior of soils and their elastoplastic modeling[J]. , 2009, 30(10): 2881 -2902 .
[2] XU Jin-ming, QIANG Pei, ZHANG Peng-fei. Texture analysis of photographs of silty clay[J]. , 2009, 30(10): 2903 -2907 .
[3] XIANG Tian-bing, FENG Xia-ting, CHEN Bing-rui, JIANG Quan, ZHANG Chuan-qing. Rock failure mechanism and true triaxial experimental study of specimens with single structural plane under three-dimensional stress[J]. , 2009, 30(10): 2908 -2916 .
[4] SHI Yu-ling, MEN Yu-ming, PENG Jian-bing, HUANG Qiang-bing, LIU Hong-jia. Damage test study of different types structures of bridge decks by ground-fissure[J]. , 2009, 30(10): 2917 -2922 .
[5] XIA Dong-zhou, HE Yi-bin, LIU Jian-hua. Study of damping property and seismic action effect for soil-structure dynamic interaction system[J]. , 2009, 30(10): 2923 -2928 .
[6] XU Su-chao, FENG Xia-ting, CHEN Bing-rui. Experimental study of skarn under uniaxial cyclic loading and unloading test and acoustic emission characteristics[J]. , 2009, 30(10): 2929 -2934 .
[7] ZHANG Li-ting, QI Qing-lan, WEI Jing HUO Qian, ZHOU Guo-bin. Variation of void ratio in course of consolidation of warping clay[J]. , 2009, 30(10): 2935 -2939 .
[8] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[9] YI Jun, JIANG Yong-dong, XUAN Xue-fu, LUO Yun, ZHANG Yu. A liquid-solid dynamic coupling modelof ultrasound enhanced coalbed gas desorption and flow[J]. , 2009, 30(10): 2945 -2949 .
[10] TAO Gan-qiang, YANG Shi-jiao, REN Feng-yu. Experimental research on granular flow characters of caved ore and rock[J]. , 2009, 30(10): 2950 -2954 .