| Geomechanical behaviors of shale after water absorption considering the combined effect of anisotropy and hydration Q Zhang, X Fan, P Chen, T Ma, F Zeng Engineering Geology 269, 105547, 2020 | 86 | 2020 |
| Brittle failure of rock: A review and general linear criterion JF Labuz, F Zeng, R Makhnenko, Y Li Journal of Structural Geology 112, 7-28, 2018 | 60 | 2018 |
| Stability analyses of side-exposed backfill considering mine depth and extraction of adjacent stope R Wang, F Zeng, L Li International Journal of Rock Mechanics and Mining Sciences 142, 104735, 2021 | 41 | 2021 |
| Recognition of the stress-strain curve based on the local deformation measurement of soil specimens in the triaxial test L Shao, G Liu, F Zeng, X Guo Geotechnical Testing Journal 39 (4), 658-672, 2016 | 35 | 2016 |
| A modified Hoek-Brown failure criterion for unsaturated intact shale considering the effects of anisotropy and hydration Q Zhang, B Yao, X Fan, Y Li, M Li, F Zeng, P Zhao Engineering Fracture Mechanics 241, 107369, 2021 | 29 | 2021 |
| A failure criterion for shale considering the anisotropy and hydration based on the shear slide failure model Q Zhang, B Yao, X Fan, Y Li, N Fantuzzi, T Ma, Y Chen, F Zeng, X Li, ... International Journal of Mining Science and Technology 33 (4), 447-462, 2023 | 24 | 2023 |
| Determination of the shear strength of rockfill from small-scale laboratory shear tests: A critical review A Deiminiat, L Li, F Zeng, T Pabst, P Chiasson, R Chapuis Advances in Civil Engineering 2020, 2020 | 22 | 2020 |
| Unloading elastic behavior of sand in cyclic triaxial tests F Zeng, L Shao Geotechnical Testing Journal 39 (3), 462-475, 2016 | 20 | 2016 |
| Mechanical properties of lamellar shale considering the effect of rock structure and hydration from macroscopic and microscopic points of view Q Zhang, L Wang, P Zhao, X Fan, F Zeng, B Yao, L He, S Yang, Y Feng Applied Sciences 12 (3), 1026, 2022 | 17 | 2022 |
| Paul-Mohr-Coulomb failure criterion for geomaterials F Zeng, Y Li, JF Labuz Journal of Geotechnical and Geoenvironmental Engineering 144 (2), 06017018, 2018 | 17 | 2018 |
| Strength testing of sandstone under multi-axial stress states F Zeng, BL Folta, JF Labuz Geotechnical and Geological Engineering 37, 1-12, 2019 | 13 | 2019 |
| Experimental study on the minimum required specimen width to maximum particle size ratio in direct shear tests A Deiminiat, L Li, F Zeng CivilEng 3 (1), 66-84, 2022 | 12 | 2022 |
| Applicability of constitutive models to describing the compressibility of mining backfill: a comparative study R Wang, F Zeng, L Li Processes 9 (12), 2139, 2021 | 12 | 2021 |
| Experimental study of anisotropy and mechanical property of quartz sandstone J Peng, F Zeng, C Li, S Miao Rock and Soil Mechanics 38, 103-112, 2017 | 7 | 2017 |
| The Influence of lamina density and occurrence on the permeability of lamellar shale after hydration P Zhao, X Wang, X Fan, X Wang, F Zeng, M Zhang, F Meng, W Nie Crystals 11 (12), 1524, 2021 | 4 | 2021 |
| Implementation of the non-associated elastoplastic MSDPu model in FLAC3D and application for stress analysis of backfilled stopes F Zeng, L Li, M Aubertin, R Simon Processes 10 (6), 1130, 2022 | 2 | 2022 |
| Investigation on the tangent Young’s modulus of sands in reloading of cyclic triaxial tests L Shao, P Xia, F Zeng, X Guo Electronic Journal of Geotechnical Engineering 23, 607-623, 2018 | 2 | 2018 |
| An overview on the determination of the shear strength of coarse grain materials (rockfills) from small scale laboratory tests A Deiminiat, L Li, F Zeng, T Pabst, R Chapuis, P Chiasson GeoVirtual 2020, 2020 | 1 | 2020 |
| ARTICLE 2: EXPERIMENTAL STUDY ON THE MINIMUM REQUIRED SPECIMEN WIDTH TO MAXIMUM PARTICLE SIZE RATIO IN DIRECT SHEAR TESTS A Deiminiat, L Li, F Zeng Titre, 125, 2022 | | 2022 |
| ARTICLE 1: DETERMINATION OF THE SHEAR STRENGTH OF ROCKFILL FROM SMALL-SCALE LABORATORY SHEAR TESTS: A CRITICAL REVIEW A Deiminiat, L Li, F Zeng, T Pabst, P Chiasson, R Chapuis Titre, 79, 2022 | | 2022 |
Li LiProfessor of mining engineering, Polytechnique Montrealpolymtl.ca의 이메일 확인됨