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[1]赵红华.基于双相机的三轴试验三维成像技术[J],东北大学学报 自然科学版,2022,36(5):728-732
[2]赵红华.颗粒混合料直剪试验离散元模拟[J],应用数学与力学,2022,173-182
[3]赵红华.透明土和粒子测速技术在土与结构动力相互作用研究中的应用[J],西北地震学报（增刊),2022,33(supp.):148-154
[4]孔纲强.透明土与标准砂压缩变形特性对比试验研究[J],岩土工程学报,2022,10:1895-1903
[5]赵红华.郓城粉土各向异性的试验研究[A],第五届中国水利水电岩土力学与工程学术研讨会论文集,2022,1(1):111-114
[6]赵红华.郓城粉土各向异性的室内试验研究[A],第五届中国水利水电岩土力学与工程学术研讨会,2022,111-114
[7]桑勇.Study on an interactive truck crane simulation platform based on virtual reality technology[J],International Journal of Distance Education Technologies,2022,14(2):64-78
[8]赵红华.Study of visualization measurement system of spatial deformation based on transparent soil and th...[J],ROCK AND SOIL MECHANICS,2022,41(9):3170-3180
[9]王军.Stamping coal cake simulation with Duncan-Kelvin-Maxwell constitutive relations[J],IRONMAKING STEELMAKING,2022,41(10):769-775
[10]Weidinger, David M..Small strain moduli of compacted silt by ultrasonic pulse velocity measurements[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022,38(10):1257-1264
[11]赵红华.Small-strain moduli of compacted silt by ultrasonic pulse velocity measurements[J],MARINE GEORESOURCES GEOTECHNOLOGY,2022
[12]赵红华.Reexamination of lime stabilization mechanisms on expansive clay[J],JOURNAL OF MATERIALS IN CIVIL ENGINEERING,2022,27(1)
[13]赵洪霞.Pressure drop and friction factor of a rectangular channel with staggered mini pin fins of diff...[J],EXPERIMENTAL THERMAL AND FLUID SCIENCE,2022,71:57-69
[14]赵红华.Parametric study of contact bond model and DEM simulation of unconfined compression tests on ligh...[A],2015中国力学大会,2022,277-277
[15]赵红华.Molecular dynamics simulation of water molecules absorption by different cations based Montmorill...[A],7th Asia-Pacific Conference on Unsaturated Soils, AP-UNSAT 2019,2022,675-679
[16]Liu, Cong.Model Tests of Jacked-Pile Penetration into Sand Using Transparent Soil and Incremental Particl...[J],KSCE Journal of Civil Engineering,2022,24(4):1128-1145
[17]Wang, Can.Modelling particle kinetic behaviour considering asperity contact: formulation and DEM simulati...[J],GRANULAR MATTER,2022,21(2)
[18]孔纲强.负摩阻力作用下透明土中管桩中性点位置模型试验[J],铁道科学与工程学报,2022,5:821-826
[19]赵红华.粒子测速技术和透明土在土与结构动力相互作用研究中的应用[A],第十一届全国土力学及岩土工程学术会议,2022,598-604
[20]刘成浩.粉煤灰临界状态力学行为的试验研究[J],武汉理工大学学报,2022,33(6):93-98
[21]赵红华.石灰改性膨胀土的机理研究综述[J],长江科学院院报,2022,32(4)
[22]常艳.熔融石英粒径对透明土位移测量精度的影响[J],岩土力学,2022,2:493-500
[23]赵红华.Cyclic and post-cyclic shear behavior of low -plasticity silt with varying silt content[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2022,112-120
[24]赵红华.Breakage behavior of gravel rock particles under impact force[J],COMPUTATIONAL PARTICLE MECHANICS,2022,8(5):1075-1087
[25]Ge, Louis.Assessment of strength development of slag cement stabilized kaolinite[J],CONSTRUCTION AND BUILDING MATERIALS,2022,184:492-501
[26]Yang, K. M..Anisotropic thermal conductivity and associated heat transport mechanism in roll-to-roll graphe...[J],ACTA MATERIALIA,2022,197:342-354
[27]桑勇.A novel automatic device to measure deformation inside transparent soil based on digital image ...[J],MEASUREMENT SCIENCE TECHNOLOGY,2022,30(3)
[28]赵红华.A new image-based soil deformation measurement system[A],Advanced Material Research,2022,629:488-492
[29]Liu, Cong.A New Spatial Deformation Measurement Method Using 3D Reconstruction Technology during Pile Penet...[J],KSCE JOURNAL OF CIVIL ENGINEERING,2022,25(11):4106-4120
[30]赵红华.A low viscosity pore fluid for transparent soil[J],GEOTECHNICAL TESTING JOURNAL,2022,33(6):1-6
[31]赵红华.A long-term investigation on microstructure of cement- stabilized handan clay[J],European Journal of Environmental and Civil Engineering,2022,20(2):199-214
[32]周子鹏.交变磁场对水及生理盐水过冷过程的影响[J],高校化学工程学报,2022,27(2):205-209
[33]郭靖.上游水位变化对堆石坝变形特性影响分析[J],水利学报,2022,S1:291-295
[34]赵红华.不同阳离子基蒙脱石吸附水分子的分子动力学模拟分析[J],中国科学 技术科学,2022,06:703-715
[35]赵红华.The loading test on the single pile with pile cap in transparent soil model[A],第三届全国岩土本构理论研讨会,2022,1(1):103-110
[36]李洋辉.Investigation of the Stress-Strain and Strength Behaviors of Ice Containing Methane Hydrate[J],JOURNAL OF COLD REGIONS ENGINEERING,2022,26(4):149-159
[37]赵红华.Investigation on the shear moduli and damping ratios of silica gel[J],GRANULAR MATTER,2022,16(4):449-456
[38]赵红华.Influences of Stiffness Ratio, Friction Coefficient and Strength Ratio on the Macro Behavior of...[A],7th International Conference on Discrete Element Methods (DEM),2022,188:485-495
[39]赵红华.Effects of chemical stabilizers on an expansive clay[J],KSCE Journal of Civil Engineering,2022,18(4):1009-1017
[40]赵红华.水泥改性邯郸强膨胀土微观结构变化的长期试验研究[J],三峡大学学报 自然科学版,2022,5:46-50
[41]赵春吉.水泥改性强膨胀土理化试验研究[J],大连理工大学学报,2022,6:604-611
[42]赵红华.斜桩锤击过程中桩顶力学响应研究[J],水运工程,2022,577(12):83-89
[43]赵红华.基于透明土和三维重构技术的空间变形可视化测量系统的研究[J],岩土力学,2022,41(9):3710-3810
[44]赵红华.基于透明土和三维重构技术的空间变形可视化测量系统的研究[J],岩土力学,2021,41(9):3170-3179
[45]赵红华.斜桩锤击过程中桩顶力学响应研究[J],水运工程,2021,577(12):83-89
[46]Zhao, Honghua,Zhang, Jin,Qiu, Peng,Ji, Shunying.Hierarchical Modeling Method for DEM Simulation and Its Application in Soil-Pile-Cap Interactio...[J],INTERNATIONAL JOURNAL OF GEOMECHANICS,2019,19(7)
[47]赵红华,江舒棋,葛源源,刘聪.不同阳离子基蒙脱石吸附水分子的分子动力学模拟分析[J],中国科学:技术科学,2019,06:703-715
[48]Honghua Zhao,Honghua Zhao, Louis Ge..Investigation on the shear moduli and damping ratio[J],Granular Matter,2019,16(4):449-456
[49]Sang, Yong,Wang, Zhongtao,Yu, Shenkun,Zhao, Honghua.The Loading Test on the Singe Pile with Pile Cap in Transparent Soil Model[J],GEOTECHNICAL TESTING JOURNAL,2019,42(2):385-406
[50]Sang, Yong,Zhao, Jianlong,Duan, Fuhai,Sun, Weiqi,Zhao, Honghua.A novel automatic device to measure deformation inside transparent soil based on digital image ...[J],MEASUREMENT SCIENCE AND TECHNOLOGY,2019,30(3)
[51]赵红华,Weidinger, D.,,Kwok, A., Kang, X., Ge, L.Small-strain moduli of compacted silt by ultrasonic pulse velocity measurements[J],Marine Georesources and Geotechnology,2019
[52]Ge, Louis,Wang, Chien-Chih,Hung, Chen-Wei,Liao, Wen-Cheng,Zhao, Honghua.Assessment of strength development of slag cement stabilized kaolinite[J],CONSTRUCTION AND BUILDING MATERIALS,2018,184:492-501
[53]赵红华,张金.. A new method based on PFC3D and hierarchical modeling for pile foundation analysis[A],2018
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