徐文杰,胡瑞林,岳中琦,等.土石混合体细观结构及力学特性数值模拟研究[J].岩石力学与工程学报,2007,26(2):300-311.Xu Wenjie,Hu Ruilin,Yue Zhongqi,et al.Mesostructural character and numerical simulation of mechanical properties of soil-rock mixtures[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(2):300-311.
[2]
油新华.土石混合体的随机结构模型及其应用研究[D].北京:北方交通大学,2001.You Xinhua.Stochastic structural model of the earthrock aggregate and its application[D].Beijing:Northern Jiaotong University,2001.
[3]
周剑,张路青,戴福初,等.基于黏结颗粒模型某滑坡土石混合体直剪试验数值模拟[J].岩石力学与工程学报,2013,32(增1):2650-2659.Zhou Jian,Zhang Luqing,Dai Fuchu,et al.Numerical simulation of direct shear tests for rock and soil mixture in a landslide based on bonded-particle model[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(Sup.1):2650-2659.
[4]
金磊,曾亚武,李欢,等.基于不规则颗粒离散元的土石混合体大三轴数值模拟[J].岩土工程学报,2015,37(5):829-838.Jin Lei,Zeng Yawu,Li Huan,et al.Numerical simulation of large-scale triaxial tests on soil-rock mixture based on DEM of irregularly shaped particles[J].Chinese Journal of Geotechnical Engineering,2015,37(5):829-838.
[5]
Itasca Consulting Group Inc.Universal Distinct Element Code Version 3.1[M].Minneapolis:Itasca Consulting Group,2006.
[6]
赵国彦,戴兵,马驰.平行黏结模型中细观参数对宏观特性影响研究[J].岩石力学与工程学报,2012,31(7):1491-1498.Zhao Guoyan,Dai Bing,Ma Chi.Study of effects of microparameters on macroproperties for parallel bonded model[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(7):1491-1498.
[7]
周键,王家全,曾远,等.土坡稳定分析的颗粒流模拟[J].岩土力学,2009,30(1):86-90.Zhou Jian,Wang Jiaquan,Zeng Yuan,et al.Simulation of slope stability analysis by particle flow code[J].Rock and Soil Mechanics,2009,30(1):86-90.
[8]
廖秋林,李晓,李守定.土石混合体重塑样制备及其压密特性与力学特性分析[J].工程地质学报,2010,18(3):385-391.Liao Qiulin,Li Xiao,Li Shouding.Sample remodeling,compactness characteristic and mechanical behaviors of rock-soil mixtures[J].Journal of Engineering Geology,2010,18(3):385-391.
[9]
Afifipour M,Moarefvand P.Mechanical behavior ofbimrocks having high rock block proportion[J].International Journal of Rock Mechanics and Mining Sciences,2014,65(1):40-48.
[10]
丁秀丽,张宏明,黄书岭,等.基于细观数值试验的非饱和土石混合体力学特性研究[J].岩石力学与工程学报,2012,31(8):1553-1566.Ding Xiuli,Zhang Hongming,Huang Shuling,et al.Research on mechanical characteristics of unsaturated soil-rock mixture based on numerical experiments of mesostructure[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(8):1553-1566.
[11]
徐文杰,张海洋,许强,等.土石混合体直剪离散元数值试验研究[J].计算力学学报,2014,31(2):228-233.Xu Wenjie,Zhang Haiyang,Xu Qiang,et al.Numerical simulations of direct shear test with soil-rock mixture using discrete element method[J].Chinese Journal of Computational Mechanics,2014,31(2):228-233.
[12]
贾学明,柴贺军,郑颖人.土石混合料大型直剪试验的颗粒离散元细观力学模拟研究[J].岩土力学,2010,31(9):2695-2703.Jia Xueming,Chai Hejun,Zheng Yingren.Mesomechanics research of large direct shear test on soil and rock aggregate mixture with particle flow code simulation[J].Rock and Soil Mechanics,2010,31(9):2695-2703.
[13]
李晓,廖秋林,赫建明,等.土石混合体力学特性的原位试验研究[J].岩石力学与工程学报,2007,26(12):2377-2384.Li Xiao,Liao Qiulin,He Jianming,et al.Study on insitu tests of mechanical characteristics on soil-rock aggregate[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(12):2377-2384.
[14]
徐文杰,胡瑞林,曾如意.水下土石混合体的原位大型水平推剪试验研究[J].岩土工程学报,2006,28(7):814-818.Xu Wenjie,Hu Ruilin,Zeng Ruyi.Research on horizontal push-shear in-situ test of subwater soil-rock mixture[J].Chinese Journal of Geotechnical Engineering,2006,28(7):814-818.
[15]
Coli N,Berry P,Boldini D.In situ non-conventional shear tests for the mechanical characterisation of a bimrock[J].International Journal of Rock Mechanics and Mining Sciences,2011,48(1):95-102.
[16]
董云.土石混合料强度特性的试验研究[J].岩土力学,2007,28(6):1269-1274.Dong Yun.Experimental study on intensity character of rock-soil aggregate mixture[J].Rock and Soil Mechanics,2007,28(6):1269-1274.
[17]
徐文杰,胡瑞林,岳中崎.土-石混合体随机细观结构生成系统的研发及其细观结构力学数值试验研究[J].岩石力学与工程学报,2009,28(8):1652-1665.Xu Wenjie,Hu Ruilin,Yue Zhongqi.Development of random mesostructure generating system of soil-rock mixture and study of its mesostructural mechanics based on numerical test[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1652-1665.
[18]
丁秀丽,李耀旭,王新.基于数字图像的土石混合体力学性质的颗粒流模拟[J].岩石力学与工程学报,2010,29(3):477-484.Ding Xiuli,Li Yaoxu,Wang Xin.Particle flow modeling mechanical properties of soil and rock mixtures based on digital image[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(3):477-484.
[19]
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.
[20]
Medley E W.The engineering characterization of melanges and similar block-in-matrix rocks(bimrocks)[D].Dept.of Civil Engineering,Univ.of California,Berkeley,CA,1994.
[21]
徐小敏,凌道盛,陈云敏,等.基于线性接触模型的颗粒材料细-宏观弹性常数相关关系研究[J].岩土工程学报,2010,32(7):991-998.Xu Xiaomin,Ling Daosheng,Chen Yunmin,et al.Correlation of microscopic and macroscopic elastic constants of granular materials based on linear contact model[J].Chinese Journal of Geotechnical Engineering,2010,32(7):991-998.
[22]
周博,汪华斌,赵文锋,等.黏性材料细观与宏观力学参数相关性研究[J].岩土力学,2012,33(10):3171-3178.Zhou Bo,Wang Huabin,Zhao Wenfeng,et al.Analysis of relationship between particle mesoscopic and macroscopic mechanical parameters of cohesive materials[J].Rock and Soil Mechanics,2012,33(10):3171-3178.