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| Multi-scale analysis of three-dimensional morphological characteristics of graded gravel on high-speed railway |
| LU Rui1,2,LUO Qiang1,2,LIU Gang3,ZHAO Chunfa4,HE Xinyi3 |
| (1. School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2. MOE Key Laboratory of High-Speed Railway Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;3. School of Civil Engineering,Architecture and Environment,Xihua University,Chengdu,Sichuan 610039,China;4. State Key laboratory of Traction Power,Southwest Jiaotong University,Chengdu,Sichuan 610031,China) |
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Abstract The particle morphology of graded gravels of high-speed railway subgrade has a significant impact on the macro-mechanical properties. Reasonably quantifying the three-dimensional morphological characteristics of the particles is the basic work of the research on the micro-mechanism of fillers. Based on the laser scanner,the point cloud data of 700 gravel particles in 7 particle groups in the range of 2.36–31.5 mm are acquired. And these data are reconstructed to form three-dimensional grid models. By introducing the root mean square curvature (RMS) which describes the surface unevenness of the particles and considering the particle mesh model smoothing process and the RMS curvature distribution characteristics,the angularity parameters are defined by the proportion of the point cloud quantity in the edge area,and the texture parameters are defined by the difference of the model before and after smoothing. Combined with the shape parameters described by the relationship between the long,middle and short axes,the indexes system to describe the multi-scale morphological characteristics of gravel particles is formed. By selecting the particles with typical morphological characteristics,it is verified that the established index system has a good morphology discrimination ability. According to the statistical analysis of the scanned gravel particles,the shape,angularity and texture of the gravel particles in different groups basically present the characteristics of normal distribution. As the particle size increases,the proportion of block particles increases,and the angularity and the texture characteristics are more prominent. The research results can provide a reference for the quantitative evaluation of particle morphological characteristics from macro,medium and micro scales.
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[1] 中华人民共和国行业标准编写组. TB10001—2016铁路路基设计规范[S]. 北京:中国铁道出版社,2016.(The Professional Standards Complication Groups of the People?s Republic of China. TB 10001—2016 Code for design of earthworks and track bed for railway[S]. Beijing:China Railway Publishing Press,2016.(in Chinese))
[2] 中华人民共和国行业标准编写组. YB10621—2014高速铁路设计规范[S]. 北京:中国铁道出版社,2014.(The Professional Standards Complication Groups of the People?s Republic of China. YB10621—2014 Code for design of high speed railway[S]. Beijing:China Railway Publishing Press,2014.(in Chinese))
[3] 聂志红,廖靖云,周苏华,等. 火山渣颗粒图像处理及形状定量分析[J]. 湖南大学学报:自然科学版,2020,47(3):131–139.(NIE Zhihong,LIAO Jingyun,ZHOU Suhua,et al. Image processing and shape quantitative analysis of volcanic cinder particles[J]. Journal of Hunan University:Natural Science,2020,47(3):131–139.(in Chinese))
[4] 汪海年,郝培文. 粗集料二维形状特征的图像描述[J]. 建筑材料学报,2009,12(6):747–751.(WANG Hainian,HAO Peiwen. Digital description pf tow-dimensional shape characteristics of coarse aggregate[J]. Journal of Building Materials,2009,12(6):747–751.(in Chinese))
[5] 罗 强,梁多伟,王腾飞,等. 铁路路基火山渣填料工程特性试验[J]. 浙江大学学报:工学版,2020,54(12):2 395–2 404.(LUO Qiang,LIANG Duowei,WANG Tengfei,et al. Engineering properties testing of scoria as railway subgrade fill[J]. Journal of Zhejiang University:Engineering Science,2020,54(12):2 395–2 404.(in Chinese))
[6] 刘 钢,赵明志,陆 瑞,等. 碎石颗粒形态特征及其与堆积特性的关系[J]. 岩土力学,2019,40(12):4 644–4 651.(LIU Gang,ZHAO Mingzhi,LU Rui,et al. Morphology characteristics of gravel particle and its relationship with stacking void ratio[J]. Rock and Soil Mechanics,2019,40(12):4 644–4 651.(in Chinese))
[7] 张家发,叶加兵,陈劲松,等. 碎石颗粒形状测量与评定的初步研究[J]. 岩土力学,2016,37(2):343–349.(ZHANG Jiafa,YE Jiabing,CHEN Jinsong,et al. A preliminary study of measurement and evaluation of breakstone grain shape[J]. Rock and Soil Mechanics,2016,37(2):343–349.(in Chinese))
[8] AL ROUSAN T M. Characterization of aggregate shape properties using a computer automated system[Ph. D. Thesis][D]. Texas:Texas A and M University,2004.
[9] CHANDAN C,SIVAKUMAR K,MASAD E,et al. Application of imaging techniques to geometry analysis of aggregate particles[J]. Journal of Computing in Civil Engineering,2004,18(1):75–82.
[10] VALLEJO L E. Fractal analysis of granular materials[J]. Geotechnique,1995,45(8):159–163.
[11] ZHAO L,HUANG D,DAN H,et al. Reconstruction of granular railway ballast based on inverse discrete Fourier transform method[J]. Granular Matter,2017,19(4):74.
[12] TUTUMLUER E,HUANG H,HASHASH Y M A,et al. Imaging based discrete element modeling of granular assemblies[C]// AIP Conference Proceedings. [S. l.]:AIP,2008:544–549.
[13] 边学成,李 伟,李公羽,等. 基于颗粒真实几何形状的铁路道砟剪切过程三维离散元分析[J]. 工程力学,2015,32(5):64–75. (BIAN Xuecheng,LI Wei,LI Gongyu,et al. Three-dimensional discrete element analysis of railway ballast?s shear process based on particles?s real geometry[J]. Engineering Mechanics,2015,32(5):64–75.(in Chinese))
[14] 边学成,李公羽,李 伟,等. 基于双平面镜三维成像的粗粒料形状特征分析[J]. 土木工程学报,2014,47(9):135–144.(BIAN Xuecheng,LI Gongyu,LI Wei,et al. Morphology analysis of coarse aggregate based on 3D imaging method by using two planar mirrors[J]. China Civil Engineering Journal,2014,47(9):135–144.(in Chinese))
[15] 李瑞泽,卢文波,尹岳降,等. 白鹤滩旱谷地灰岩爆破碎石颗粒形状及比表面积特征研究[J]. 岩石力学与工程学报,2019,38(7): 1 344–1 354.(LI Ruize,LU Wenbo,YIN Yuejiang,et al. Study on the shape and specific surface area characteristics of blasting gravel particles of limestone in Hangudi quarry of Baihetan[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(7):1 344– 1 354.(in Chinese))
[16] 邹德高,田继荣,刘京茂,等. 堆石料三维形状量化及其对颗粒破碎的影响[J]. 岩土力学,2018,39(10):3 525–3 530.(ZOU Degao,TIAN Jirong,LIU Jingmao,et al. Three-dimensional shape of rockfill material and its influence on particle breakage[J]. Rock and Soil Mechanics,2018,39(10):3 525–3 530.(in Chinese))
[17] ZHAO B,WANG J. 3D quantitative shape analysis on form,roundness,and compactness with CT[J]. Powder Technology,2016,291:262–275.
[18] ZHAO L,ZHANG S,HUANG D,et al. 3D shape quantification and random packing simulation of rock aggregates using photogrammetry- based reconstruction and discrete element method[J]. Construction and Building Materials,2020,262:119986.
[19] XIAO J,ZHANG X,ZHANG D,et al. Morphological reconstruction method of irregular shaped ballast particles and application in numerical simulation of ballasted track[J]. Transportation Geotechnics,2020,24:100374.
[20] ZHAO L,ZHANG S,DENG M,et al. Statistical analysis and comparative study of multi-scale 2D and 3D shape features for unbound granular geomaterials[J]. Transportation Geotechnics,2021,26:100377.
[21] 付 茹,胡新丽,周 博,等. 砂土颗粒三维形态的定量表征方法[J]. 岩土力学,2018,39(2):483–490.(FU Ru,HU Xinli,ZHOU Bo,et al. A quantitative characterization method of 3D morphology of sand particles[J]. Rock and Soil Mechanics,2018,39(2):483–490.(in Chinese))
[22] ZHOU B,WANG J. Generation of a realistic 3D sand assembly using X-ray micro-computed tomography and spherical harmonic-based principal component analysis:generation of a realistic 3D sand assembly[J]. International Journal for Numerical and Analytical Methods in Geomechanics,2017,41(1):93–109.
[23] ZHOU B,WANG J,WANG H. Three-dimensional sphericity,roundness and fractal dimension of sand particles[J]. Géotechnique,2018,68(1):18–30.
[24] 谭忆秋,邢 超,任俊达,等. 基于颗粒堆积理论的沥青混合料细观结构特性研究[J]. 中国公路学报,2017,30(7):1–8.(TAN Yiqiu,XING Chao,REN Junda,et al. Research on mesostructured characteristics of asphalt mixture based on particle packing theory[J]. China Journal of Highway and Transport,2017,30(7):1–8.(in Chinese))
[25] 叶大年,张金民. 非等大球体的任意堆积[J]. 地质科学,1990,(2):127–136.(YE Danian,ZHANG Jinmin. Haphazard packing of spheres[J]. Scientia Geologica Sinica,1990,(2):127–136.(in Chinese))
[26] WADELL H. Volume,shape and roundness of rock particles[J]. The Journal of Geology,1932,40(5):443–451.
[27] BARRETT P J. The shape of rock particles,a critical review[J]. Sedimentology,1980,27(3):291–303.
[28] MAHMOUD E,MASAD E. Experimental methods for the evaluation of aggregate resistance to polishing,abration,and breakage[J]. Journal of Materials in Civil Engineering,2007,19(11):977–985.
[29] KRUMBEIN W C. Measurement and geological significance of shape and roundness of sedimentary particles[J]. Journal of Sedimentary Research,1941,11(2):64–72.
[30] BÖHM W,FARIN G,KAHMANN J. A survey of curve and surface methods in CAGD[J]. Computer Aided Geometric Design,1984,1(1):1–60.
[31] SANDEEP P,ANSHUMAN R,GERALD F. Improved curvature estimation for watershed segmentation of 3-dimensional meshes[J]. IEEE Transactions on Visualization and Computer Graphics,2001,5(4):308–321.
[32] DONG C,WANG G. Curvatures estimation on triangular mesh[J]. Journal of Zhejiang University—Science A,2005,6(Supp.1):128–136.
[33] TAUBIN G. A signal processing approach to fair surface design[C]// Proceedings of the 22nd Annual Conference on Computer Graphics and Interactive Techniques-SIGGRAPH? 95. [S. l.]:ACM Press,1995:351–358.
[34] TAUBIN G,TONG Z,GENE G. Optimal surface smoothing as filter design[M]. Berlin,Heidelberg:Springer Berlin Heidelberg,1996:283–292.
[35] THEODOR Z. Beitrag zur Schotteranalyse[Ph. D. Thesis][D]. Zurich:ETH Zurich,1935:102.
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