This work is licensed under the Creative Commons Attribution 4.0 International License.
[1] Xu, J. X. (2023). Countermeasures to give better play to the benefits of water conservancy projects. Henan Water Resources and South-to-North Water Diversion, 52(07), 141–142.XuJ. X. (2023). Countermeasures to give better play to the benefits of water conservancy projects. Henan Water Resources and South-to-North Water Diversion, 52(07), 141–142.Search in Google Scholar
[2] Xia, J. Q., Hu, R. L., Qi, S. W., Gao, W., & Sui, H. Y. (2017). Large-scale triaxial shear testing of soil-rock mixtures containing oversized particles. Chinese Journal of Rock Mechanics and Engineering, 36(8), 2031–2039. https://doi.org/10.13722/j.cnki.jrme.2016.1638XiaJ. Q.HuR. L.QiS. W.GaoW.SuiH. Y. (2017). Large-scale triaxial shear testing of soil-rock mixtures containing oversized particles. Chinese Journal of Rock Mechanics and Engineering, 36(8), 2031–2039. https://doi.org/10.13722/j.cnki.jrme.2016.1638Search in Google Scholar
[3] Cheng, Z. L., & Pan, J. J. (2020). Some innovations and developments in the field of earth-rock dam engineering. Journal of Yangtze River Scientific Research Institute, 38(5), 1–10.ChengZ. L.PanJ. J. (2020). Some innovations and developments in the field of earth-rock dam engineering. Journal of Yangtze River Scientific Research Institute, 38(5), 1–10.Search in Google Scholar
[4] Wang, Z. C., Mao, H. T., Qiang, Y., Li, L., & Liu, Y. (2022). Effectiveness of joint leakage control by the trinity of geomembrane-cutoff wall-aquitard. Geology and Exploration, 56(3), 580–589.WangZ. C.MaoH. T.QiangY.LiL.LiuY. (2022). Effectiveness of joint leakage control by the trinity of geomembrane-cutoff wall-aquitard. Geology and Exploration, 56(3), 580–589.Search in Google Scholar
[5] Xu, J. C., & Shang, Y. Q. (2006). Influence of permeability of gravel soil on debris landslide stability. Chinese Journal of Rock Mechanics and Engineering, 25(11), 2264–2271.XuJ. C.ShangY. Q. (2006). Influence of permeability of gravel soil on debris landslide stability. Chinese Journal of Rock Mechanics and Engineering, 25(11), 2264–2271.Search in Google Scholar
[6] Zhou, Z., Fu, H. L., Liu, B. C., Tan, H. H., & Long, W. X. (2006). Orthogonal tests on permeability of soil-rock-mixture. Chinese Journal of Geotechnical Engineering, 28(9), 1134–1138.ZhouZ.FuH. L.LiuB. C.TanH. H.LongW. X. (2006). Orthogonal tests on permeability of soil-rock-mixture. Chinese Journal of Geotechnical Engineering, 28(9), 1134–1138.Search in Google Scholar
[7] Wu, L. Q., Ye, F., & Lin, W. Q. (2020). Experimental study on scale effect of mechanical properties of rockfill materials. Chinese Journal of Geotechnical Engineering, 42(2), 141–145.WuL. Q.YeF.LinW. Q. (2020). Experimental study on scale effect of mechanical properties of rockfill materials. Chinese Journal of Geotechnical Engineering, 42(2), 141–145.Search in Google Scholar
[8] Wang, Y. M., Zhu, S., Ren, J. M., Peng, P., & Xu, X. Y. (2013). Research on scale effect of coarse-grained materials. Rock and Soil Mechanics, 34(6), 1799–1823. https://doi.org/10.16285/j.rsm.2013.06.036WangY. M.ZhuS.RenJ. M.PengP.XuX. Y. (2013). Research on scale effect of coarse-grained materials. Rock and Soil Mechanics, 34(6), 1799–1823. https://doi.org/10.16285/j.rsm.2013.06.036Search in Google Scholar
[9] Wu, E. L., Zhu, J. G., Guo, W. L., & Chen, G. (2019). Experimental study on effect of scaling on compact density of coarse-grained soils. Chinese Journal of Geotechnical Engineering, 41(9), 1767–1772. https://doi.org/10.11779/CJGE201909023WuE. L.ZhuJ. G.GuoW. L.ChenG. (2019). Experimental study on effect of scaling on compact density of coarse-grained soils. Chinese Journal of Geotechnical Engineering, 41(9), 1767–1772. https://doi.org/10.11779/CJGE201909023Search in Google Scholar
[10] Wu, E. L., Zhu, J. G., Guo, W. L., & Lu, Y. Y. (2020). Experimental study of compaction characteristics of coarse-grained soil based on gradation equation. Rock and Soil Mechanics, 41(1), 214–220. https://doi.org/10.16285/j.rsm.2018.2358WuE. L.ZhuJ. G.GuoW. L.LuY. Y. (2020). Experimental study of compaction characteristics of coarse-grained soil based on gradation equation. Rock and Soil Mechanics, 41(1), 214–220. https://doi.org/10.16285/j.rsm.2018.2358Search in Google Scholar
[11] Fu, H., Han, H. Q., & Ling, H. (2012). Effect of grading scale method on results of laboratory tests on rockfill materials. Rock and Soil Mechanics, 33(9), 2645–2649. https://doi.org/10.16285/j.rsm.2012.09.030FuH.HanH. Q.LingH. (2012). Effect of grading scale method on results of laboratory tests on rockfill materials. Rock and Soil Mechanics, 33(9), 2645–2649. https://doi.org/10.16285/j.rsm.2012.09.030Search in Google Scholar
[12] Chen, S. S., Ling, H., Mi, Z. K., Miao, Z., & Mei, S. A. (2019). Experimental study on permeability and its influencing factors for sandy gravel of Dashixia dam. Chinese Journal of Geotechnical Engineering, 41(1), 26–31. https://doi.org/10.11779/CJGE201901002ChenS. S.LingH.MiZ. K.MiaoZ.MeiS. A. (2019). Experimental study on permeability and its influencing factors for sandy gravel of Dashixia dam. Chinese Journal of Geotechnical Engineering, 41(1), 26–31. https://doi.org/10.11779/CJGE201901002Search in Google Scholar
[13] Zhu, C. H., Liu, J. M., & Wang, Z. H. (2005). Study on the influence of particle gradation on permeability coefficient of coarse-grained soil. Yellow River, 27(12), 79–81.ZhuC. H.LiuJ. M.WangZ. H. (2005). Study on the influence of particle gradation on permeability coefficient of coarse-grained soil. Yellow River, 27(12), 79–81.Search in Google Scholar
[14] Wang, J. J., Lu, X. Z., Qiu, Z. F., & Liang, Y. (2013). Experimental studies on influence factors of permeability coefficients of coarse-grained soil. Hydro-science and Engineering, (6), 16–20.WangJ. J.LuX. Z.QiuZ. F.LiangY. (2013). Experimental studies on influence factors of permeability coefficients of coarse-grained soil. Hydro-science and Engineering, (6), 16–20.Search in Google Scholar
[15] Liu, C. J. (2016). Scaling method of gap-graded coarse-grained soil in seepage deformation test. Yangtze River, 47(21), 86–89.LiuC. J. (2016). Scaling method of gap-graded coarse-grained soil in seepage deformation test. Yangtze River, 47(21), 86–89.Search in Google Scholar
[16] Volpato, S., & Santomaso, C. A. (2024). Investigation on particle size and packing tortuosity by coupling image analysis and permeability tests. Advanced Powder Technology, 35(10), 104622–104622.VolpatoS.SantomasoC. A. (2024). Investigation on particle size and packing tortuosity by coupling image analysis and permeability tests. Advanced Powder Technology, 35(10), 104622–104622.Search in Google Scholar
[17] Su, L. J., Zhang, Y. J., & Wang, T. X. (2014). Investigation on permeability of sands with different particle sizes. Rock and Soil Mechanics, 35(5), 1289–1294. https://doi.org/10.16285/j.rsm.2014.05.034SuL. J.ZhangY. J.WangT. X. (2014). Investigation on permeability of sands with different particle sizes. Rock and Soil Mechanics, 35(5), 1289–1294. https://doi.org/10.16285/j.rsm.2014.05.034Search in Google Scholar
[18] Zhu, G. S., Zhang, J. F., Chen, J. S., & Hu, Z. J. (2012). Study of size and wall in seepage test of broadly graded coarse materials. Rock and Soil Mechanics, 33(9), 2569–ZhuG. S.ZhangJ. F.ChenJ. S.HuZ. J. (2012). Study of size and wall in seepage test of broadly graded coarse materials. Rock and Soil Mechanics, 33(9), 2569–Search in Google Scholar
[19] Liu, M. S., Luo, Q., Jiang, L. W., Lu, Q. Y., & Liang, D. W. (2019). Boundary pore characteristics and optimal treatment thickness in seepage test of coarse-grained soil. Rock and Soil Mechanics, 40(5), 1787–1796. https://doi.org/10.16285/j.rsm.2018.0259LiuM. S.LuoQ.JiangL. W.LuQ. Y.LiangD. W. (2019). Boundary pore characteristics and optimal treatment thickness in seepage test of coarse-grained soil. Rock and Soil Mechanics, 40(5), 1787–1796. https://doi.org/10.16285/j.rsm.2018.0259Search in Google Scholar
[20] Zhu, J. G., Guo, W. L., & Wen, Y. F. (2017). New gradation equation and applicability for particle-size distributions of various soils. International Journal of Geomechanics, 18(2), 04017155–04017155.ZhuJ. G.GuoW. L.WenY. F. (2017). New gradation equation and applicability for particle-size distributions of various soils. International Journal of Geomechanics, 18(2), 04017155–04017155.Search in Google Scholar
[21] Jiang, M. J., Ji, E. Y., Wang, T. C., Li, S. Y., Zhu, J. G., & Mei, G. X. (2023). Experimental study on laws of scale effects of shear strength of coarse-grained soils. Chinese Journal of Geotechnical Engineering, 45(4), 855–861. https://doi.org/10.11779/CJGE20220102JiangM. J.JiE. Y.WangT. C.LiS. Y.ZhuJ. G.MeiG. X. (2023). Experimental study on laws of scale effects of shear strength of coarse-grained soils. Chinese Journal of Geotechnical Engineering, 45(4), 855–861. https://doi.org/10.11779/CJGE20220102Search in Google Scholar
[22] Gu, D. J., & Huang, Y. S. (2021). Study on strength characteristics of soil-rock mixture based on undisturbed sample test in laboratory. Water Resources and Power, 39(07), 150–153.GuD. J.HuangY. S. (2021). Study on strength characteristics of soil-rock mixture based on undisturbed sample test in laboratory. Water Resources and Power, 39(07), 150–153.Search in Google Scholar
[23] Guo, W. L., Zhu, J. G., Wang, Q. L., & Yu, T. (2018). Mathematical model based on the gradation equation for predicting gradation evolution of coarse-grained soils. Journal of Central South University (Science and Technology), 49(8), 2076–2082. https://doi.org/10.11817/j.issn.1672−7207.2018.08.030GuoW. L.ZhuJ. G.WangQ. L.YuT. (2018). Mathematical model based on the gradation equation for predicting gradation evolution of coarse-grained soils. Journal of Central South University (Science and Technology), 49(8), 2076–2082. https://doi.org/10.11817/j.issn.1672−7207.2018.08.030Search in Google Scholar
[24] Bao, M. D., Zhu, J. G., Wu, E. L., Wang, L., & Chen, G. (2020). Empirical formula for permeability coefficient of coarse-grained soil based on gradation equation and its verification. Chinese Journal of Geotechnical Engineering, 42(8), 1571–1576. https://doi.org/10.11779/CJGE202008024BaoM. D.ZhuJ. G.WuE. L.WangL.ChenG. (2020). Empirical formula for permeability coefficient of coarse-grained soil based on gradation equation and its verification. Chinese Journal of Geotechnical Engineering, 42(8), 1571–1576. https://doi.org/10.11779/CJGE202008024Search in Google Scholar
[25] Qiu, X. D., Yan, Z. L., Liu, L., & Wang, H. (2004). Effect of particle-size characteristics on seepage property of rockfill. Rock and Soil Mechanics, 25(6), 950–954. https://doi.org/10.16285/j.rsm.2004.06.025QiuX. D.YanZ. L.LiuL.WangH. (2004). Effect of particle-size characteristics on seepage property of rockfill. Rock and Soil Mechanics, 25(6), 950–954. https://doi.org/10.16285/j.rsm.2004.06.025Search in Google Scholar