| DEM investigation on the evolution of microstructure in granular soils under shearing X Gu, M Huang, J Qian Granular Matter 16 (1), 91-106, 2014 | 168 | 2014 |
| Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation JG Qian, YG Wang, ZY Yin, MS Huang Engineering Geology 214, 29-42, 2016 | 138 | 2016 |
| Effect study of cracks on behavior of soil slope under rainfall conditions G Zhang, R Wang, J Qian, JM Zhang, J Qian Soils and Foundations 52 (4), 634-643, 2012 | 81 | 2012 |
| Discrete element modeling of shear band in granular materials X Gu, M Huang, J Qian Theoretical and Applied Fracture Mechanics 72, 37-49, 2014 | 75 | 2014 |
| Three-dimensional noncoaxial plasticity modeling of shear band formation in geomaterials JG Qian, J Yang, MS Huang Journal of engineering mechanics 134 (4), 322-329, 2008 | 71 | 2008 |
| Cyclic degradation and non-coaxiality of soft clay subjected to pure rotation of principal stress directions JG Qian, ZB Du, ZY Yin Acta Geotechnica 13, 943-959, 2018 | 69 | 2018 |
| 土质学与土力学 袁聚云 Ren min jiao tong chu ban she, 2009 | 65 | 2009 |
| Discrete element modeling of the effect of particle size distribution on the small strain stiffness of granular soils X Gu, L Lu, J Qian Particuology 32, 21-29, 2017 | 63 | 2017 |
| Non‐coaxial elasto‐plasticity model and bifurcation prediction of shear banding in sands M Huang, X Lu, J Qian International journal for numerical and analytical methods in geomechanics …, 2010 | 59 | 2010 |
| Effects of principal stress rotation on stress–strain behaviors of saturated clay under traffic–load–induced stress path J Qian, Z Du, X Lu, X Gu, M Huang Soils and Foundations 59 (1), 41-55, 2019 | 46 | 2019 |
| Failurecriterion of anisotropic sand with method of macro-meso incorporation L Xuefeng, H Maosong, Q Jiangu Chinese Journal of Rock Mechanics and Engineering 29 (9), 1885-1892, 2010 | 46 | 2010 |
| 宏细观结合的砂土各向异性破坏准则 李学丰， 黄茂松， 钱建固 岩石力学与工程学报 29 (9), 1885-1892, 2010 | 39 | 2010 |
| A micromechanics-based model for estimating localized failure with effects of fabric anisotropy J Qian, Z You, M Huang, X Gu Computers and Geotechnics 50, 90-100, 2013 | 37 | 2013 |
| Effects of OCR on monotonic and cyclic behavior of reconstituted Shanghai silty clay J Qian, S Li, J Zhang, J Jiang, Q Wang Soil Dynamics and Earthquake Engineering 118, 111-119, 2019 | 36 | 2019 |
| Influences of buried depth and grain size distribution on seepage erosion in granular soils around tunnel by coupled CFD-DEM approach JG Qian, WY Li, ZY Yin, Y Yang Transportation Geotechnics 29, 100574, 2021 | 34 | 2021 |
| 基坑开挖对邻近地下管线影响分析的 DCFEM 法 蔡建鹏， 黄茂松， 钱建固， 徐中华 地下空间与工程学报 6 (1), 120-124, 2010 | 33 | 2010 |
| The influence of traffic moving speed on shakedown limits of flexible pavements J Qian, Y Wang, J Wang, M Huang International Journal of Pavement Engineering 20 (2), 233-244, 2019 | 32 | 2019 |
| Investigating the effect of particle angularity on suffusion of gap-graded soil using coupled CFD-DEM JG Qian, C Zhou, ZY Yin, WY Li Computers and Geotechnics 139, 104383, 2021 | 31 | 2021 |
| 交通动载下饱和软黏土累计变形的不排水循环扭剪试验 钱建固， 王永刚， 张甲峰， 黄茂松 岩土工程学报 35 (10), 1790-1798, 2013 | 31 | 2013 |
| Simplified approach for prediction of nonlinear response of bored pile embedded in sand Q Zhang, R Feng, Y Yu, S Liu, J Qian Soils and Foundations 59 (5), 1562-1578, 2019 | 30 | 2019 |
