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Feitao Zeng
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Year
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
702020
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
512018
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
322016
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
292021
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
212021
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
202020
Unloading elastic behavior of sand in cyclic triaxial tests
F Zeng, L Shao
Geotechnical Testing Journal 39 (3), 462-475, 2016
172016
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
132023
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
122022
Paul-Mohr-Coulomb failure criterion for geomaterials
F Zeng, Y Li, JF Labuz
Journal of Geotechnical and Geoenvironmental Engineering 144 (2), 06017018, 2018
122018
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
112021
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
102022
Strength testing of sandstone under multi-axial stress states
F Zeng, BL Folta, JF Labuz
Geotechnical and Geological Engineering 37, 1-12, 2019
92019
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
72017
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
32021
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
22018
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
12022
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
12020
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
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Articles 1–20