Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (11): 3797-3809.doi: 10.16285/j.rsm.2020.0143

• Numerical Analysis • Previous Articles     Next Articles

Mesostructure modeling for rock and soil based on ellipse packing with multiple prescribed distribution

LIU Xin-rong1, 2, DU Li-bing1, 2, DENG Zhi-yun1, 2   

  1. 1. School of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. National Joint Engineering Research Center for Prevention and Control of Environmental Geological Hazards in the TGR Area, Chongqing University, Chongqing 400045, China
  • Received:2020-01-09 Revised:2020-04-13 Online:2020-11-11 Published:2020-12-25
  • Supported by:
    This work was supported by the National Key Research and Development Program(2018YFC1504802) and the National Natural Science Foundation of China (41972266, 41772319).

Abstract: Natural rock and soil have complex mesostructure and composition characteristics, and it is difficult to model geotechnical mesostructure, which has specific particle size, aspect ratio, dip angle, and plane distribution characteristics. For this reason, a method is introduced to use four connected arcs to approximate the shape of an ellipse, combining with improved advancing front method. A highly dense ellipse packing allowing any size, aspect ratio, orientation angle, and spatial distribution is generated by this method. Based on the ellipse packing generated, a complex geotechnical mesostructure with imposed elliptical particle size, aspect ratio, dip, and plane distribution characteristics is generated. A comparison between the proposed method and two traditional methods (optimized dropping and rolling method (ODR) and advancing layer algorithm (ALA)) shows that the ellipse packing generated by the proposed method has a higher density and faster speed than that generated by ALA and ODR, with a packing efficiency of 500-600 s in the MATLAB environment. Compared with the size distribution generated by GBM in modeling mesostructure of rock and soil, the method proposed in this paper can consider four factors (i.e., particle, size, long-to-short axis ratio, dip angle, and plane distribution). The method can construct a convex-based structure equivalent to real rock and soil. Two application cases show that the method proposed in this paper can improve the modeling accuracy and efficiency from the current geotechnical model.

Key words: ellipse packing, Laguerre Voronoi, advancing front method, multi-factor, mesostructure

CLC Number: 

  • TU 411.93
[1] HE Shao-qi, LIU Yuan-xue, YANG Jun-tang, BAI Zhun, ZHAO Jiu-bin, . A component response mode and multi-factor model for accumulation landslide displacement induced by reservoir [J]. Rock and Soil Mechanics, 2020, 41(8): 2773-2784.
[2] XIE Yi-peng, YANG Xiu-zhu, YANG Jun-sheng, ZHANG Cong, DAI Yong, LIANG Xiong, GONG Fang-hao, . Mesoscopic characteristics of deformation and failure on surrounding rocks of tunnel through loose deposits [J]. Rock and Soil Mechanics, 2019, 40(12): 4925-4934.
[3] FENG Shang-xin, CHAI Jun-rui, XU Zeng-guang, QIN Yuan, CHEN Xi. Mesostructural change of soil-rock mixtures based on NMR technology [J]. , 2018, 39(8): 2886-2894.
[4] CHEN Shi-jie, MA Wei, LI Guo-yu, LIU En-long, ZHANG Ge, . Development and application of triaxial apparatus of frozen soil used in conjunction with medical CT [J]. , 2017, 38(S2): 359-367.
[5] LI Kun , SHANG Yan-jun , JIANG Yi , HE Wan-tong , LIN Da-ming , . Site evaluation system based on modified multifactor interaction matrix ——A case study of CSNS project site [J]. , 2016, 37(S1): 400-408.
[6] 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.
[7] WU Gang , ZHAI Song-tao , WANG Yu,. Research on characteristics of mesostructure and acoustic emission of granite under high temperature [J]. , 2015, 36(S1): 351-356.
[8] ZHOU Cui-ying , LI Wei-ke , XIANG Zhong-ming , LI Jie-ming , . Analysis of mesoscopic frictional contacts in soft rocks under water-stress interaction [J]. , 2015, 36(9): 2458-2466.
[9] YIN Yan-chun , ZHAO Tong-bin , TAN Yun-liang , YU Feng-hai , . Reconstruction and numerical test of the mesoscopic model of rock based on Otsu digital image processing [J]. , 2015, 36(9): 2532-2540.
[10] JIA Chao,ZHANG Kai,ZHANG Qiang-yong,XU Kun. Research on multi-factor optimization of underground laminated salt rock storage group based on orthogonal experimental design [J]. , 2014, 35(6): 1718-1726.
[11] FENG Bao-cheng CAO Jin-feng GAO Hong-xiu YUE Jun . Obtaining rock’s mesostructure based on variational level set method [J]. , 2012, 33(12): 3592-3597.
[12] YU Qing-lei ,YANG Tian-hong ,ZHENG Chao ,TANG Chun-an ,WANG Pei-tao. Numerical analysis of influence of rock mesostructure on its deformation and strength [J]. , 2011, 32(11): 3468-3472.
[13] ZHU Zhen-de,LI Dao-wei,JIANG Zhi-jian,LIU Jin-hui,YANG Yong-jie. Quantitative description of deep tunnel surrounding rocks’ mesostructure under circulating action of temperature [J]. , 2009, 30(11): 3237-3241.
[14] SUN Qiu , HU Xin , MIN Zi-chao , HONG Bao-ning,. Experimental research on mesostructure of cement-soil under uniaxial compression [J]. , 2006, 27(S1): 529-533.
[15] JIANG Zhi-jian , ZHU Zhen-de , QU Wen-ping , WANG Chun-juan,. Mesostructural characteristic investigation of rock based on SEM images [J]. , 2006, 27(S1): 544-548.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 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 .
[2] ZHANG Qi-yi. Study of failure patterns of foundation under combined loading[J]. , 2009, 30(10): 2940 -2944 .
[3] ZHANG Ming-yi, LIU Jun-wei, YU Xiu-xia. Field test study of time effect on ultimate bearing capacity of jacked pipe pile in soft clay[J]. , 2009, 30(10): 3005 -3008 .
[4] JIANG Ling-fa, CHEN Shan-xiong, YU Zhong-jiu. Scattering around a liner of arbitrary shape in saturated soil under dilatational waves[J]. , 2009, 30(10): 3063 -3070 .
[5] WU Liang, ZHONG Dong-wang, LU Wen-bo. Study of concrete damage under blast loading of air-decking[J]. , 2009, 30(10): 3109 -3114 .
[6] ZHOU Xiao-jie, JIE Yu-xin, LI Guang-xin. Numerical simulation of piping based on coupling seepage and pipe flow[J]. , 2009, 30(10): 3154 -3158 .
[7] WU Chang-yu, ZHANG Wei, LI Si-shen, ZHU Guo-sheng. Research on mechanical clogging mechanism of releaf well and its control method[J]. , 2009, 30(10): 3181 -3187 .
[8] CUI Hao-dong, ZHU Yue-ming. Back analysis of seepage field of Ertan high arch dam foundation[J]. , 2009, 30(10): 3194 -3199 .
[9] JIA Yu-feng,CHI Shi-chun,LIN Gao. Constitutive model for coarse granular aggregates incorporating particle breakage[J]. , 2009, 30(11): 3261 -3266 .
[10] WANG Xing-hua,ZHANG Min,WANG Sui-xin. Elastoplastic analysis of surrounding rocks of subsea tunnel with consideration of seepage and material softening[J]. , 2009, 30(11): 3267 -3272 .