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Documents dont l'auteur est "Zeng, Feitao"

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Nombre de documents: 14

D

Deiminiat, A., Li, L., & Zeng, F. (2022). Experimental Study on the Minimum Required Specimen Width to Maximum Particle Size Ratio in Direct Shear Tests. CivilEng, 3(1), 66-84. Lien externe

Deiminiat, A., Li, L., & Zeng, F. (septembre 2021). How to obtain reliable shear strength by direct shear tests: A revision to the minimum required specimen size to dmax ratio of ASTM D3080/D3080M-11 [Communication écrite]. 74th Canadian Geotechnical Conference (GeoNiagara 2021), Niagara Falls, Ontario (1 page). Lien externe

Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chiasson, P., & Chapuis, R. P. (2020). Determination of the Shear Strength of Rockfill from Small-Scale Laboratory Shear Tests: A Critical Review. Advances in Civil Engineering, 2020, 1-18. Lien externe

Deiminiat, A., Li, L., Zeng, F., Pabst, T., Chapuis, R. P., & Chiasson, P. (septembre 2020). An overview on the determination of the shear strength of coarse grain materials (rockfills) from small scale laboratory tests [Communication écrite]. 73rd annual conference of the Canadian Geotechnical Society (GeoVirtual 2020). Lien externe

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Wang, R., Zeng, F., & Li, L. (2021). Applicability of Constitutive Models to Describing the Compressibility of Mining Backfill: A Comparative Study. Processes, 9(12), 30 pages. Lien externe

Wang, R., Zeng, F., & Li, L. (2021). Stability analyses of side-exposed backfill considering mine depth and extraction of adjacent stope. International Journal of Rock Mechanics and Mining Sciences, 142, 13 pages. Lien externe

Wang, R., Zeng, F., & Li, L. (septembre 2021). Stability evaluation of side-exposed backfill considering adjacent extraction at different mine depths [Communication écrite]. 74th Canadian Geotechnical Conference (GeoNiagara 2021), Niagara Falls, Ontario (1 page). Lien externe

Z

Zhang, Q., Yao, B., Fan, X., Li, Y., Fantuzzi, N., Ma, T., Chen, Y., Zeng, F., Li, X., & Wang, L. (2023). A failure criterion for shale considering the anisotropy and hydration based on the shear slide failure model. International Journal of Mining Science and Technology, 33(4), 447-462. Lien externe

Zeng, F., Li, L., Aubertin, M., & Simon, R. (2022). Implementation of the non-associated elastoplastic MSDPᵤ model in FLAC3D and application for stress analysis of backfilled stopes. Processes, 10(6), 1130 (22 pages). Disponible

Zhang, Q., Wang, L., Zhao, P., Fan, X., Zeng, F., Yao, B., He, L., Yang, S., & Feng, Y. (2022). Mechanical Properties of Lamellar Shale Considering the Effect of Rock Structure and Hydration from Macroscopic and Microscopic Points of View. Applied Sciences, 12(3), 14 pages. Lien externe

Zhao, P., Wang, X., Fan, X., Wang, X., Zeng, F., Zhang, M., Meng, F., & Nie, W. (2021). The Influence of Lamina Density and Occurrence on the Permeability of Lamellar Shale after Hydration. Crystals, 11(12), 13 pages. Lien externe

Zhang, Q., Yao, B., Fan, X., Li, Y., Li, M., Zeng, F., & Zhao, P. (2020). A modified Hoek-Brown failure criterion for unsaturated intact shale considering the effects of anisotropy and hydration. Engineering Fracture Mechanics, 241, 107369-107369. Lien externe

Zhang, Q., Fan, X., Chen, P., Ma, T., & Zeng, F. (2020). Geomechanical behaviors of shale after water absorption considering the combined effect of anisotropy and hydration. Engineering Geology, 269, 105547 (16 pages). Lien externe

Zeng, F., Folta, B. L., & Labuz, J. F. (2019). Strength Testing of Sandstone Under Multi-Axial Stress States. Geotechnical and Geological Engineering, 37(6), 4803-4814. Lien externe

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