工程科学学报 Chinese Journal of Engineering 强降雨条件下孔隙气压作用的高台阶排土场渗流与稳定性 崔博王光进刘文连胡斌艾啸韬崔周全王孟来周宗红 Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall CUI Bo,WANG Guang-jin,LIU Wen-lian,HU Bin,AI Xiao-tao,CUI Zhou-quan,WANG Meng-lai,ZHOU Zong-hong 引用本文： 崔博，王光进，刘文连，胡斌，艾啸韬，崔周全，王孟来，周宗红强降雨条件下孔隙气压作用的高台阶排土场渗流与稳定性 [工程科学学报，2021,433：365-375.doi:10.133745.issn2095-9389.2020.09.01.005 CUI Bo,WANG Guang-jin,LIU Wen-lian,HU Bin,AI Xiao-tao,CUI Zhou-quan,WANG Meng-lai,ZHOU Zong-hong.Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall[J].Chinese Journal of Engineering,2021, 433):365-375.doi:10.13374/1.issn2095-9389.2020.09.01.005 在线阅读View online:https::/oi.org10.13374.issn2095-9389.2020.09.01.005 您可能感兴趣的其他文章 Articles you may be interested in 基于MSR300雷达监测的凹山采场降雨条件下的边坡变形及滑坡 Investigation of deformation and failure in washan slope considering rainfall conditions based on MSR300 radar monitoring 工程科学学报.2018,40(4)：407 https:1doi.org/10.13374j.issn2095-9389.2018.04.003 三维软硬互层边坡的破坏模式与稳定性研究 Numerical analysis of the failure modes and stability of 3D slopes with interbreeding of soft and hard rocks 工程科学学报.2017,392：182 https:/1doi.org10.13374j.issn2095-9389.2017.02.003 不同应力状态下孔隙结构特征对土-水特征曲线的影响 Influence of pore structure characteristics on soil-water characteristic curves under different stress states 工程科学学报.2017,39(1)：147 https::/doi.org10.13374j.issn2095-9389.2017.01.019 变渣皮厚度条件下铜冷却壁应力分布规律及挂渣稳定性 Stress distribution law and adherent dross stability of the copper cooling stave with variable slag coating thickness 工程科学学报.2017,393：389 https::/1doi.org/10.13374.issn2095-9389.2017.03.011 软土地基堤围稳定性计算方法 Calculation method of stability of soft soil foundation embankment 工程科学学报.2019,41（⑤：573 https:/ldoi.org10.13374.issn2095-9389.2019.05.003 高渗透压和不对称围压作用下深竖井围岩损伤破裂机理 Mechanism of country rock damage and failure in deep shaft excavation under high pore pressure and asymmetric geostress 工程科学学报.2020,42(6)：715htps:1doi.org/10.13374.issn2095-9389.2019.11.05.004强降雨条件下孔隙气压作用的高台阶排土场渗流与稳定性 崔博 王光进 刘文连 胡斌 艾啸韬 崔周全 王孟来 周宗红 Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall CUI Bo, WANG Guang-jin, LIU Wen-lian, HU Bin, AI Xiao-tao, CUI Zhou-quan, WANG Meng-lai, ZHOU Zong-hong 引用本文: 崔博, 王光进, 刘文连, 胡斌, 艾啸韬, 崔周全, 王孟来, 周宗红. 强降雨条件下孔隙气压作用的高台阶排土场渗流与稳定性 [J]. 工程科学学报, 2021, 43(3): 365-375. doi: 10.13374/j.issn2095-9389.2020.09.01.005 CUI Bo, WANG Guang-jin, LIU Wen-lian, HU Bin, AI Xiao-tao, CUI Zhou-quan, WANG Meng-lai, ZHOU Zong-hong. Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall[J]. Chinese Journal of Engineering, 2021, 43(3): 365-375. doi: 10.13374/j.issn2095-9389.2020.09.01.005 在线阅读 View online: https://doi.org/10.13374/j.issn2095-9389.2020.09.01.005 您可能感兴趣的其他文章 Articles you may be interested in 基于MSR300雷达监测的凹山采场降雨条件下的边坡变形及滑坡 Investigation of deformation and failure in washan slope considering rainfall conditions based on MSR300 radar monitoring 工程科学学报. 2018, 40(4): 407 https://doi.org/10.13374/j.issn2095-9389.2018.04.003 三维软硬互层边坡的破坏模式与稳定性研究 Numerical analysis of the failure modes and stability of 3D slopes with interbreeding of soft and hard rocks 工程科学学报. 2017, 39(2): 182 https://doi.org/10.13374/j.issn2095-9389.2017.02.003 不同应力状态下孔隙结构特征对土-水特征曲线的影响 Influence of pore structure characteristics on soil-water characteristic curves under different stress states 工程科学学报. 2017, 39(1): 147 https://doi.org/10.13374/j.issn2095-9389.2017.01.019 变渣皮厚度条件下铜冷却壁应力分布规律及挂渣稳定性 Stress distribution law and adherent dross stability of the copper cooling stave with variable slag coating thickness 工程科学学报. 2017, 39(3): 389 https://doi.org/10.13374/j.issn2095-9389.2017.03.011 软土地基堤围稳定性计算方法 Calculation method of stability of soft soil foundation embankment 工程科学学报. 2019, 41(5): 573 https://doi.org/10.13374/j.issn2095-9389.2019.05.003 高渗透压和不对称围压作用下深竖井围岩损伤破裂机理 Mechanism of country rock damage and failure in deep shaft excavation under high pore pressure and asymmetric geostress 工程科学学报. 2020, 42(6): 715 https://doi.org/10.13374/j.issn2095-9389.2019.11.05.004