工程科学学报 Chinese Journal of Engineering 非煤露天矿山岩质边坡稳定性评价标准探讨 吴顺川贺鹂彬程海勇王广和张小强张中信 Discussion on the stability evaluation standard of a rock slope in a noncoal open-pit mine WU Shun-chuan,HE Peng-bin,CHENG Hai-yong.WANG Guang-he,ZHANG Xiao-qiang.ZHANG Zhong-xin 引用本文： 吴顺川，贺鹏彬，程海勇，王广和，张小强，张中信.非煤露天矿山岩质边坡稳定性评价标准探讨).工程科学学报，优先发表 .doi:10.13374j.issn2095-9389.2021.02.01.001 WU Shun-chuan,HE Peng-bin,CHENG Hai-yong.WANG Guang-he,ZHANG Xiao-qiang.ZHANG Zhong-xin.Discussion on the stability evaluation standard of a rock slope in a noncoal open-pit mine[J].Chinese Journal of Engineering,In press.doi: 10.13374-issn2095-9389.2021.02.01.001 在线阅读View online::https:/doi.org/10.13374.issn2095-9389.2021.02.01.001 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(4：407htps:/ldoi.org10.13374.issn2095-9389.2018.04.003 高海拔寒区岩质边坡变形破坏机制研究现状及趋势 Review and prospects for understanding deformation and failure of rock slopes in cold regions with high altitude 工程科学学报.2019,41(11)：1374htps:/1doi.org10.13374.issn2095-9389.2019.05.07.004 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 Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall 工程科学学报.2021,433：365 https:1doi.org/10.13374j.issn2095-9389.2020.09.01.005 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.2017,392：182htps:/1doi.org/10.13374.issn2095-9389.2017.02.003 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:loi.org10.13374j.issn2095-9389.2019.05.003 三维确定性模型在浅层黄土滑坡稳定性预测中的应用 Application of a 3D deterministic model for predicting shallow loess landslide stability 工程科学学报.2018,40(4：397htps:1doi.org/10.13374.issn2095-9389.2018.04.002非煤露天矿山岩质边坡稳定性评价标准探讨 吴顺川 贺鹏彬 程海勇 王广和 张小强 张中信 Discussion on the stability evaluation standard of a rock slope in a noncoal open-pit mine WU Shun-chuan, HE Peng-bin, CHENG Hai-yong, WANG Guang-he, ZHANG Xiao-qiang, ZHANG Zhong-xin 引用本文: 吴顺川, 贺鹏彬, 程海勇, 王广和, 张小强, 张中信. 非煤露天矿山岩质边坡稳定性评价标准探讨[J]. 工程科学学报, 优先发表 . doi: 10.13374/j.issn2095-9389.2021.02.01.001 WU Shun-chuan, HE Peng-bin, CHENG Hai-yong, WANG Guang-he, ZHANG Xiao-qiang, ZHANG Zhong-xin. Discussion on the stability evaluation standard of a rock slope in a noncoal open-pit mine[J]. Chinese Journal of Engineering, In press. doi: 10.13374/j.issn2095-9389.2021.02.01.001 在线阅读 View online: https://doi.org/10.13374/j.issn2095-9389.2021.02.01.001 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 高海拔寒区岩质边坡变形破坏机制研究现状及趋势 Review and prospects for understanding deformation and failure of rock slopes in cold regions with high altitude 工程科学学报. 2019, 41(11): 1374 https://doi.org/10.13374/j.issn2095-9389.2019.05.07.004 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 Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall 工程科学学报. 2021, 43(3): 365 https://doi.org/10.13374/j.issn2095-9389.2020.09.01.005 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 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 三维确定性模型在浅层黄土滑坡稳定性预测中的应用 Application of a 3D deterministic model for predicting shallow loess landslide stability 工程科学学报. 2018, 40(4): 397 https://doi.org/10.13374/j.issn2095-9389.2018.04.002