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Documents dont l'auteur est "Guo, Lijie"

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Nombre de documents: 8

Fan, C., Li, L., Yang, X., Liu, G., Guo, L., & Tang, J. (2024). Analytical solution for determining wall closure associated with stope excavation underneath sill mat constructed by cemented backfill. Journal of Rock Mechanics and Geotechnical Engineering, 18 pages. Lien externe

Fan, C., Li, L., Liu, G., Yang, X., Guo, L., & Tang, J. (2024). Analytical solution for estimating the minimum required strength of sill mat by considering failure due to rock wall closure. Journal of Rock Mechanics and Geotechnical Engineering, 20 pages. Lien externe

Fan, C., Yang, P., Li, L., Wang, R., Liu, G., Yang, X., Song, W., & Guo, L. (2023). Poisson's ratio of granular materials for Mohr-Coulomb elastoplastic model. International Journal of Mining, Reclamation and Environment, 25 pages. Lien externe

Liu, G., Li, L., Yang, X., & Guo, L. (2018). Required strength estimation of a cemented backfill with the front wall exposed and back wall pressured. International Journal of Mining and Mineral Engineering, 9(1), 20 pages. Lien externe

Liu, G., Li, L., Yao, M., Landry, D., Malek, F., Yang, X., & Guo, L. (2017). An investigation of the Uniaxial Compressive Strength of a cemented hydraulic backfill made of alluvial sand. Minerals, 7(1), 1-13. Disponible

Liu, G., Li, L., Yang, X., & Guo, L. (2016). Numerical analysis of stress distribution in backfilled stopes considering interfaces between the backfill and rock walls. International Journal of Geomechanics, 17(2). Lien externe

Liu, G., Li, L., Yang, X., & Guo, L. (2016). A numerical analysis of the stress distribution in backfilled stopes considering nonplanar interfaces between the backfill and rock walls. International Journal of Geotechnical Engineering, 10(3), 271-282. Lien externe

Liu, G., Li, L., Yang, X., & Guo, L. (2016). Stability analyses of vertically exposed cemented backfill: A revisit to Mitchell's physical model tests. International Journal of Mining Science and Technology, 26(6), 1135-1144. Lien externe

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