岩土力学 ›› 2021, Vol. 42 ›› Issue (8): 2041-2058.doi: 10.16285/j.rsm.2020.1904

• 基础理论与实验研究 •    下一篇

土的颗粒形貌研究现状及展望

马成昊1, 2,朱长歧1,刘海峰1,崔翔1, 2,王天民1, 2,姜开放1, 3,易明星1, 3   

  1. 1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,湖北 武汉 430071; 2. 中国科学院大学,北京 100049;3. 桂林理工大学 土木与建筑工程学院,广西 桂林 541004
  • 收稿日期:2020-12-22 修回日期:2021-03-06 出版日期:2021-08-11 发布日期:2021-08-16
  • 通讯作者: 朱长歧,男,1963年生,博士,研究员,博士生导师,主要从事海洋工程地质、珊瑚礁岩土的力学特性、地基加固理论的研究及实践。E-mail: cqzhu@whrsm.ac.cn E-mail:1655547758@qq.com
  • 作者简介:马成昊,男,1997年生,博士研究生,主要从事钙质砂颗粒特性方面的研究
  • 基金资助:
    中国科学院战略性先导科技专项(A类)(No. XDA13010203);自然科学基金面上项目(No. 41877271, No. 41572304);湖北省自然科学基金(No. 2020CFB243)

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).

摘要: 颗粒形貌是颗粒最为重要的特征之一,其与力学性质间的相关性已经受到了越来越多的关注。为了更深入系统地梳理颗粒形貌对集合体力学性质的影响规律,对颗粒形貌的物理表征、数值模拟及室内试验等方面的研究成果进行了综述分析。研究结果表明:基于3个尺度(形状、棱角度及表面纹理参量)上对颗粒形貌的定义方法是最为理想的表述颗粒形貌特征的方法;数值方法可以模拟单个凸形颗粒的形貌及其集合体的排列结构,但对于凹形颗粒的刻画精度不理想;颗粒形貌与孔隙结构、天然休止角、界限孔隙比和粒径大小间存在着相关性;在相同级配和孔隙率下集合体的渗透系数较大程度上受控于颗粒的形貌特征;由于颗粒间咬合作用及接触点数量的不同,在均一粒径中颗粒形貌不仅会对集合体小应变强度、峰值强度及残余强度产生影响,同时还会影响其剪胀性。最后对颗粒形貌研究中存在的问题进行了讨论并对未来的研究工作进行了展望。

关键词: 研究现状, 颗粒形貌, 形状参数, 数值模拟, 室内试验, 力学性质

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

中图分类号: TU 411.1
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