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| Effect of block form on the shear marco- and meso-mechanical behaviors of S-RM based on 3D novel modelling approach |
| ZHANG Han1,2,XIANG Guoliang1,2,WANG Lehua1,2,DENG Huafeng1,2,ZHAO Erping1,2 |
| (1. Hubei Key Laboratory of Disaster Prevention and Mitigation,China Three Gorges University,Yichang,Hubei 443002,China;
2. College of Civil Engineering and Architecture,China Three Gorges University,Yichang,Hubei 443002,China)
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Abstract In order to study the effect of block form on the shear mechanical behaviors of the soil-rock mixture(S-RM),a novel 3D block geometry modelling approach is proposed on the basis of CT technology and spherical harmonic series,for generating blocks with different forms(spheroidal,prolate,oblate and blade) but same convexity and angularity. Based on the improved non-overlapping cluster generation method,the 3D DEM block models,characterized by a higher computational efficiency,are established. The numerical direct shear tests were performed on S-RM models with different block shapes and breakable characteristics. The maro- and meso- mechanical properties of S-RM were deeply analyzed and the effect mechanism of block form was revealed. The results show that the occlusion,sliding friction degree and rotation magnitude of the spheroidal and prolate blocks are larger than those of the oblate and blade ones. The breakage of block increases the degree of block occlusion and rotation,but reduces its sliding friction degree. Under the combined effect of sliding friction and rotation of blocks,the breakage degrees of spheroidal blocks are the largest while the blade ones are the smallest,and the shear strength and dilation of S-RM with spheroidal and prolate blocks are larger than those with oblate and blade ones. Due to the breakage degrees of the spheroidal and oblate blocks are larger,the S-RM nonlinear characteristics of strength are more obvious than those of the S-RM with prolate and blade blocks. Due to the occlusion degrees of the spheroidal and prolate blocks are larger,the peak frictional angles of S-RM are larger than those of the S-RM with oblate and blade blocks.
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| [1] MEDLEY E. The engineering characterization of mélanges and similar block-in-matrix rocks(bimrocks)[Ph. D. Thesis][D]. Berkeley:University of California,1994.
[2] 徐文杰,胡瑞林,岳中琦,等. 基于数字图像分析及大型直剪试验的土石混合体块石含量与抗剪强度关系研究[J]. 岩石力学与工程学报,2008,27(5):996–1 007.(XU Wenjie,HU Ruilin,YUE Zhongqi,et al. Research on relationship between rock block proportion and shear strength of soil-rock mixtures based on digital image analysis and large direct shear test[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(5):996–1 007.(in Chinese))
[3] KALENDER A,SONMEZ H,MEDLEY E,et al. An approach to predicting the overall strengths of unwelded bimrocks and bimsoils[J]. Engineering Geology,2014,183(9):65–79.
[4] 胡瑞林,李 晓,王 宇,等. 土石混合体工程地质力学特性及其结构效应研究[J]. 工程地质学报,2020,28(2):255–281.(HU Ruilin,LI Xiao,WANG Yu,et al. Research on engineering geomechanics and structural effect of soil-rock mixture[J]. Journal of Engineering Geology,2020,28(2):255–281.(in Chinese))
[5] LI X,LIAO Q L,HE J M. In-situ tests and a stochastic structural model of rock and soil aggregate in the three Gorges Reservoir area,China[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(3):702–707.
[6] 唐建一,徐东升,刘华北. 含石量对土石混合体剪切特性的影响[J]. 岩土力学,2018,39(1):93–102.(TANG Jianyi,XU Dongsheng,LIU Huabei. Effect of gravel content on shear behavior of sand-gravel mixture[J]. Rock and Soil Mechanics,2018,39(1):93–102.(in Chinese))
[7] 刘龙旗,毛雪松,肖亚军,等. 含水率对坡积体路基填料剪切特性影响试验研究[J]. 中国公路学报,2020,33(9):1–17.(LIU Longqi,MAO Xuesong,XIAO Yajun,et al. Effect of water content on shear characteristics of landslide deposit subgrade fillers[J]. China Journal of Highway and Transport,2020,33(9):1–17.(in Chinese))
[8] 夏加国,胡瑞林,祁生文,等. 含超径颗粒土石混合体的大型三轴剪切试验研究[J]. 岩石力学与工程学报,2017,36(8):2 031–2 039. (XIA Jiaguo,HU Ruilin,QI Shengwen,et al. Large-scale triaxial shear testing of soil rock mixtures containing oversized particles[J]. Chinese Journal of Rock Mechanics and Engineering,2017,36(8):2 031–2 039.(in Chinese))
[9] 张 强,汪小刚,赵宇飞,等. 基于围压柔性加载的土石混合体大型三轴试验离散元模拟研究[J]. 岩土工程学报,2019,41(8):1 545–1 554.(ZHANG Qiang,WANG Xiaogang,ZHAO Yufei,et al. Discrete element simulation of large-scale triaxial tests on soil-rock mixtures based on flexible loading of confining pressure [J]. Chinese Journal of Geotechnical Engineering,2019,41(8):1 545–1 554.(in Chinese))
[10] 金 磊,曾亚武,张 森. 块石含量及形状对胶结土石混合体力学性能影响的大型三轴试验[J]. 岩土力学,2017,38(1):141–149.(JIN Lei,ZENG Yawu,ZHANG Sen. Large scale triaxial tests on effects of rock block proportion and shape on mechanical properties of cemented soil-rock mixture[J]. Rock and Soil Mechanics,2017,38(1):141–149.(in Chinese))
[11] 王环玲,沙 聪,徐卫亚,等. 基于颗粒离散元的土石混合体强度影响研究[J]. 土木工程学报,2020,53(9):110–118.(WANG Huailin,SHA Cong,XU Weiya,et al. Research on strength of soil-rock mixture based on particle discrete element method[J]. China Civil Engineering Journal,2020,53(9):110–118.(in Chinese))
[12] GRAZIANI A,ROSSINI C,ROTONDA T. Characterization and dem modeling of shear zones at a large dam foundation[J]. International Journal of Geomechanics,2012,12(6):648–664.
[13] LI Y,HUANG R,CHAN L S.,et al. Effects of particle shape on shear strength of clay-gravel mixture[J]. KSCE Journal of Civil Engineering,2013,17(4):712–717.
[14] ZHAO B D,WANG J F. 3D quantitative shape analysis on form,roundness,and compactness with μCT[J]. Powder Technology,2016,291:262–275.
[15] 张天文. 露天煤矿排土场土石混合体力学实验及其强度重构机制研究[博士学位论文][D]. 徐州:中国矿业大学,2017.(ZHANG Tianwen. Mechnical experimental research and strength reconstruction mechanism of soil-rock mixture mass in surface coal mines[Ph. D. Thesis][D]. Xuzhou:China University of Mining and Technology,2017.(in Chinese))
[16] ZHANG H,HU X L,BOLDINI D,et al. Evaluation of the shear strength parameters of a compacted S-RM fill using improved 2-D and 3-D limit equilibrium methods[J]. Engineering Geology,2020,269:105550.
[17] 刘新荣,涂义亮,王 鹏,等. 基于大型直剪试验的土石混合体颗粒破碎特征研究[J]. 岩土工程学报,2017,39(8):1 425–1 434.(LIU Xinrong,TU Yiliang,WANG Peng,et al. Particle breakage of soil-rock aggregate based on large-scale direct shear tests[J]. Chinese Journal of Geotechnical Engineering,2017,39(8):1 425–1 434.(in Chinese))
[18] WEI H Z,XU W J,XU X F,et al. Mechanical properties of strongly weathered rock-soil mixtures with different rock block contents[J]. International Journal of Geomechanics,2018,18(5):0401802.
[19] TU Y L,CHAI H J,LIU X R,et al. An experimental investigation on the particle breakage and strength properties of soil-rock mixture[J]. Arabian Journal of Geosciences,2021,14:840.
[20] XU W J,WANG S,ZHANG H Y,et al. Discrete element modelling of a soil-rock mixture used in an embankment dam[J]. International Journal of Rock Mechanics and Mining Sciences,2016,86:141–156.
[21] 金 磊,曾亚武,叶 阳,等. 不规则颗粒及其集合体三维离散元建模方法的改进[J]. 岩土工程学报,2017,39(7):1 273–1 281.(JIN Lei,ZENG Yawu,YE Yang,et al. Improving three-dimensional DEM modeling methods for irregularly shaped particles and their assembly[J]. Chinese Journal of Geotechnical Engineering,2017,39(7):1 273–1 281.(in Chinese))
[22] WANG S,LI Y,GAO X,et al. Influence of volumetric block proportion on mechanical properties of virtual soil-rock mixtures[J]. Engineering Geology,2020,278:105850.
[23] MENG Q,WANG H,CAI M,et al. Three-dimensional mesoscale computational modeling of soil-rock mixtures with concave particles[J]. Engineering Geology,2020,277:105802.
[24] 徐文杰,王 识. 基于真实块石形态的土石混合体细观力学三维数值直剪试验研究[J]. 岩石力学与工程学报,2016,35(10):2 152–2 160.(XU Wenjie,WANG Shi. Meso-mechanics of soil-rock mixture with real shape of rock blocks based on 3D numerical direct shear test[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(10):2 152–2 160.(in Chinese))
[25] 郑博宁,丁大勇,张 丹,等. 含砾滑带土三维颗粒流模型建模方法研究[J]. 工程地质学报,2019,27(3):569–576.(ZHENG Bolin,DING Dayong,ZHANG Dan,et al. CT scanning and PFC modeling combined 3D method for gravel-bearing slip soil[J]. Journal of Engineering Geology,2019,27(3):569–576.(in Chinese))
[26] 石 崇,沈俊良. 岩土颗粒三维形状表征参数对比分析[J]. 沈阳工业大学学报,2017,39(4):469–474.(SHI Chong,SHEN Junliang. Comparative analysis for 3D shape characterization parameters of rock and soil particles[J]. Journal of Shenyang University of Technology,2017,39(4):469–474.(in Chinese))
[27] FENG Z K,XU W J,LUBBE R. Three-dimensional morphological characteristics of particles in nature and its application for DEM simulation[J]. Powder Technology,2020,364:635–646.
[28] 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))
[29] SU D,YAN W M. 3D characterization of general-shape sand particles using microfocus X-ray computed tomography and spherical harmonic functions,and particle regeneration using multivariate random vector[J]. Powder Technology,2018,323:8–23.
[30] FERELLEC J F,MCDOWELL G R. A method to model realistic particle shape and inertia in DEM[J]. Granular Matter,2010,12(5):459–467. |
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