| Three-dimensional landslide evolution model at the Yangtze River J Wang, D Schweizer, Q Liu, A Su, X Hu, P Blum Engineering Geology 292, 106275, 2021 | 57 | 2021 |
| Study of particle shape quantification and effect on mechanical property of sand QB Liu, W Xiang, M Budhu, DS Cui Rock and Soil Mechanics 32 (S1), 190-197, 2011 | 57 | 2011 |
| The influence of particle shape on the (centrifuge) cone penetration test (CPT) end resistance in uniformly graded granular soils QB Liu, BM Lehane Géotechnique 62 (11), 973-984, 2012 | 50 | 2012 |
| New data and interpretations of the shallow and deep deformation of Huangtupo No. 1 riverside sliding mass during seasonal rainfall and water level fluctuation J Wang, A Su, W Xiang, HF Yeh, C Xiong, Z Zou, C Zhong, Q Liu Landslides 13, 795-804, 2016 | 49 | 2016 |
| Measurement of shearing characteristics of granular materials at low stress levels in a shear box BM Lehane, QB Liu Geotechnical and Geological Engineering 31, 329-336, 2013 | 48 | 2013 |
| Experimental study of ionic soil stabilizer-improves expansive soil QB Liu, W Xiang, WF Zhang, DS Cui Rock and Soil Mechanics 30 (8), 2286-2290, 2009 | 44 | 2009 |
| Re-recognizing the impact of particle shape on physical and mechanical properties of sandy soils: a numerical study Z Lu, A Yao, A Su, X Ren, Q Liu, S Dong Engineering Geology 253, 36-46, 2019 | 42 | 2019 |
| An innovative method for the solidification/stabilization of PAHs-contaminated soil using sulfonated oil F Ma, B Wu, Q Zhang, D Cui, Q Liu, C Peng, F Li, Q Gu Journal of hazardous materials 344, 742-748, 2018 | 40 | 2018 |
| Stick-slip behaviours of dry glass beads in triaxial compression D Cui, W Wu, W Xiang, T Doanh, Q Chen, S Wang, Q Liu, J Wang Granular Matter 19, 1-18, 2017 | 39 | 2017 |
| Theory and practice of ionic soil stabilizer reinforcing special clay W Xiang, D Cui, Q Liu, X Lu, L Cao Journal of earth science 21 (6), 882-887, 2010 | 34 | 2010 |
| Experimental study on reducing thickness of adsorbed water layer for red clay particles treated by ionic soil stabilizer DS Cui, W Xiang, LJ Cao, QB Liu Chinese Journal of Geotechnical Engineering 32 (6), 944-949, 2010 | 29 | 2010 |
| Potential failure patterns of a large landslide complex in the Three Gorges Reservoir area Y Dong, Z Liao, J Wang, Q Liu, L Cui Bulletin of Engineering Geology and the Environment 82 (1), 41, 2023 | 28 | 2023 |
| Damage evolution model of saturated sandstone under freeze-thaw cycles HL Jia, QB Liu, W Xiang, W Zhang, L Lang Chinese Journal of Rock Mechanics and Engineering 32 (S2), 3049-3055, 2013 | 28 | 2013 |
| Mechanism of expansive soil improved by ionic soil stabilizer Q LIU, W XIANG, D CUI, L CAO Chinese Journal of Geotechnical Engineering 33 (4), 648, 2011 | 28 | 2011 |
| Combined effect of biopolymer and fiber inclusions on unconfined compressive strength of soft soil C Chen, K Wei, J Gu, X Huang, X Dai, Q Liu Polymers 14 (4), 787, 2022 | 21 | 2022 |
| Experimental study of effect of particle shapes on shear strength of sand and tip resistance of driven piles Q Liu, W Xiang, B Lehane, D Cui, Y Li Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and …, 2011 | 19 | 2011 |
| Discrete element modeling of particles sphericity effect on sand direct shear performance C Chen, J Gu, Z Peng, X Dai, Q Liu, GQ Zhu Scientific Reports 12 (1), 5490, 2022 | 18 | 2022 |
| Behavior of discrete fiber-reinforced sandy soil in large-scale simple shear tests DS Xu, JM Yan, Q Liu Geosynthetics International 28 (6), 598-608, 2021 | 18 | 2021 |
| Three-dimensional analyses of the sliding surface distribution in the Huangtupo No. 1 riverside sliding mass in the Three Gorges Reservoir area of China J Wang, A Su, Q Liu, W Xiang, HF Yeh, C Xiong, Z Zou, C Zhong, J Liu, ... Landslides 15, 1425-1435, 2018 | 18 | 2018 |
| Effect of ionic soil stabilizer on bound water of expansive soils Q LIU, W XIANG, D CUI Chinese Journal of Geotechnical Engineering 34 (10), 1887-1895, 2012 | 18 | 2012 |
