Journal of Shandong University(Engineering Science) ›› 2022, Vol. 52 ›› Issue (4): 201-209.doi: 10.6040/j.issn.1672-3961.0.2022.120
Previous Articles Next Articles
LI Yao, LI Jiaping, HAN Kuan
CLC Number:
| [1] 王兴, 孔亮, 李学丰. 砂土非共轴本构模型及其在地基承载力方面的应用[J]. 岩土工程学报, 2020, 42(5): 892-899. WANG Xing, KONG Liang, LI Xuefeng. Three-dimensional non-coaxial constitutive model for sand and its application in bearing capacity of foundation[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(5): 892-899. [2] 黄茂松, 童森杰, 时振昊,等. 复杂应力路径下饱和砂土静态液化失稳预测[J]. 岩土工程学报, 2021, 43(1): 19-26. HUANG Maosong, TONG Senjie, SHI Zhenhao, et al. Prediction initiation of static liquefaction of saturated sand under complex stress paths[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 19-26. [3] 李学丰, 黄茂松, 钱建固. 宏-细观结合的砂土单剪试验非共轴特性分析[J]. 岩土力学, 2013, 34(12): 3417-3424. LI Xuefeng, HUANG Maosong, QIAN Jiangu. Analysis of non-coaxial characters of sand for simple shear test with the method of macro-meso-incorporation[J]. Rock and Soil Mechanics, 2013, 34(12): 3417-3424. [4] 刘尧, 卢廷浩. 粗粒土大型单剪颗粒破碎试验研究[J].河海大学学报(自然科学版), 2009, 37(2): 175-178. LIU Yao, LU Tinghao. Large-scale simple shear tests of particle breakage of coarse-grained soil[J]. Journal of Hohai University(Natural Sciences), 2009, 37(2): 175-178. [5] BUDHU M. Simple shear deformation of sands[D]. Cambridge, UK: University of Cambridge, 1979. [6] AIREY D W, WOOD D M. An evaluation of direct simple shear tests on clay[J]. Geotechnique, 1987, 37(1): 25-35. [7] KANG Xin, CHENG Yao, GE Louis. Radial strain behaviors and stress state interpretation of soil under direct simple shear[J]. Journal of Testing & Evaluation, 2014, 43(6): 1594-1601. [8] ASADZADEH M, SOROUSH A. Fundamental investigation of constant stress simple shear test using DEM[J]. Powder Technology, 2016, 292: 129-139. [9] 卢廷浩, 周爱兆, 刘尧. 单剪条件下主应力大小及主应力轴方向[J]. 岩土力学, 2010, 31(4): 1009-1012. LU Tinghao, ZHOU Aizhao, LIU Yao. Size and axis direction of principal stress in simple shear[J]. Rock and Soil Mechanics,2010, 31(4): 1009-1012. [10] BERNHARDT M L, BISCONTIN G, O'SULLIVAN C. 3D Discrete element method simulations of a Laminar-Type simple shear apparatus[M]. Atlanta, USA: Geo-Congress, 2014. [11] LIU Sihong, LU Tinghao. Microscopic shear mechanism of granular materials in simple shear by DEM[J]. Chinese Journal of Geotechnical Engineering, 2000(5): 608-611. [12] QIAN Jiangu, YOU Zipei, HUANG Maosong. Anisotropic characteristics of granular materials under simple shear[J]. Journal of Central South University, 2013, 20(8): 2275-2284. [13] SHI Danda, XUE Jianfeng, ZHAO Zhenying, et al. A DEM investigation on simple shear behavior of dense granular assemblies[J]. Journal of Central South University, 2015, 22(12): 4844-4855. [14] 张敏, 杨蕴明, 李琦, 等. 含主应力旋转的应力路径对密砂临界状态的影响[J]. 岩石力学与工程学报, 2013, 32(12): 2560-2565. ZHANG Min, YANG Yunming, LI Qi, et al. Influence of stress paths including principal stress rotation on critical state of dense sand[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(12): 2560-2565. [15] ZHANG Min, YANG Yunming, ZHANG Hanwen, et al. DEM and experimental study of bi-directional simple shear[J]. Granular Matter, 2019, 21(2): 24. [16] LI Yao, YANG Yunming, YU Haisui, et al. Monotonic direct simple shear tests on sand under multidirectional loading[J]. International Journal of Geomechanics, 2017, 17(1): 04016038-040160310. [17] ISHIHARA K, YAMAZAKI F. Cyclic simple shear tests on saturated sand in multi-directional loading[J]. Soils and Foundations, 1980, 20(1): 45-59. [18] LI Yao, YANG Yunming, YU Haisui, et al. Correlations between the stress paths of a monotonic test and a cyclic test under the same initial conditions[J]. Soil Dynamics and Earthquake Engineering, 2017, 101: 153-156. [19] ZHANG Min, YANG Yunming, ZHANG Hanwen, et al. Macro- and micro-mechanical investigations on liquefaction behaviour of granular material under bi-directional simple shear[J]. Granular Matter, 2021, 23(4): 93. [20] DABEET A, WIJEWICKREME D, BYRNE P. Eval-uation of stress strain non-uniformities in the laboratory direct simple shear test specimens using 3D discrete element analysis[J]. Geomechanics and Geoengineering, 2015, 10(4): 249-260. [21] NI Qinglai, POWRIE W, ZHANG Xing, et al. Effect of particle properties on soil behavior: 3-D numerical modeling of shearbox tests[C] // Geo-Denver 2000. Denver, USA: ASCE Geotechnical Special Publication. [22] LI Bo, CHEN Liangliang, GUTIERREZ Marte. Influence of the intermediate principal stress and principal stress direction on the mechanical behavior of cohesionless soils using the discrete element method[J]. Computers and Geotechnics, 2017, 86: 52-66. [23] SOROUSH A, ABBA S. Fundamental investigation of constant stress simple shear test using DEM[J]. Powder Technology, 2016, 292: 129-139. [24] 中华人民共和国水利部. 土工试验方法标准:GB/T 50123—2019[S]. 北京: 中国计划出版社, 2019. [25] BUDHU M. Failure state of a sand in simple shear[J]. Canadian Geotechnical Journal, 1988, 25(2): 395-400. |
| [1] | Yuxin WANG,Sizhong LÜ,Wang YAO,Chunjin LIN,Ming ZHANG,Zhaofeng LI,Jian ZHANG,Yansheng WANG. Parameter design and effect evaluation of pile side splitting grouting insilty clay stratum [J]. Journal of Shandong University(Engineering Science), 2023, 53(6): 70-81. |
| [2] | Jian LIU,Hao YANG,Xiaolin CUI. Seepage characteristics of soil-structure contact under confining pressure [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 60-68. |
| [3] | Wenbin XIAO,Yinbiao XIE,Yang ZHENG,Ke WU,Rong CHEN,Qiulei LI,Ruizhe CHENG. Deformation failure and damage evolution of urban metro tunnels under active faults [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 1-13. |
| [4] | LIU Zihao, ZHANG Jiancheng, ZHANG Bo, FAN Zhixin, LI Chengxin, YANG Huiming, LI Jinglong. Effect of moisture content on shear strength performance of reinforced soil by soil nailing [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 14-22. |
| [5] | WANG Xinquan, WANG Zhimeng, NIU Ben, JIANG Heng, FENG Chun. Slope stability at the exit of Xinmin Tunnel in 8 degree seismic intensity area [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 23-30. |
| [6] | CHAI Shaobo, SHI Jiehui, ABI Erdi, LIU Qin, SONG Lang. Vibration caused by P-wave incident on a rock slope with a bedding structural plane [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 31-40. |
| [7] | LI Lianxiang, LI Hongbo, HAN Gang, GUO Longde, ZHAO Shilei. Support design of unsaturated soil foundation pit in Jinan [J]. Journal of Shandong University(Engineering Science), 2023, 53(3): 41-49. |
| [8] | Rong CHEN,Tong WEI,Dongxue HAO,Ke WU,Ruifeng GUO. The adsorption characteristics of Cu(Ⅱ) on ball clay [J]. Journal of Shandong University(Engineering Science), 2023, 53(1): 60-67. |
| [9] | LI Lianxiang, WANG Lei, ZHAO Yongxin, JI Xiangkai. True mechanical model of underground pipe corridor supported by piles [J]. Journal of Shandong University(Engineering Science), 2021, 51(1): 60-68. |
| [10] | Lianyong SUN,Gang SHI,Xinzhuang CUI,Mingxiang ZHOU,Yongjun WANG,Fang JI,Xiaodong YAN. Field test and analysis of vibration isolation of machine foundation by a row of holes in saturated soil [J]. Journal of Shandong University(Engineering Science), 2020, 50(3): 88-97. |
| [11] | Lianxiang LI, Lu BAI, Tianyu CHEN, Xiangkai JI. Influence rule of foundation pit supporting structure and its adjacent composite foundation distance [J]. Journal of Shandong University(Engineering Science), 2019, 49(3): 63-72. |
| [12] | ZHANG Jianming, LIU Quansheng, TANG Zhicheng, ZHAN Ting, JIANG Yalong. New peak shear strength criterion with inclusion of shear action history [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 0, (): 77-81. |
| [13] | CHEN Enyu, DENG Siwen, CHEN Fangming, MA Chishuai. Development of a novel rock strength estimation model based on TBM boring performance [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2017, 47(2): 7-13. |
| [14] | BAI Xianjun, WANG Taixing, WEI Xin, ZHAO Wusheng. Effect of the velocity pulse on the seismic response of the tunnel [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2017, 47(2): 14-19. |
| [15] | LIU Jin, LI Qinchang, MA Xiuyuan. Application of strength reduction FEM method in slope stability analysis [J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2016, 46(4): 83-88. |
|
