[1]尹光志,魏作安,万玲,等.细粒尾矿堆坝加筋加固模型试验研究[J].岩石力学与工程学报,2005,24(6):1030-1034.
YIN Guangzhi, WEI Zuoan, WAN Ling, et al. Test study on stability of fine grained tailings dam in geogrid reinforcement situation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(6): 1030-1034.
[2]尹光志,敬晓飞,魏作安,等.粗、细尾砂筑坝渗流特性模型试验及现场实测研究[J].岩石力学与工程学报,2010,29(S2):1030-1034.
YIN Guangzhi, JING Xiaofei, WEI Zuoan, et al. Study of model test of seepage characteristics and field measurement of coarse and fine tailings dam[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(S2): 3710-3718.
[3]乔兰,屈春来,崔明.细粒含量对尾矿工程性质影响分析[J].岩土力学,2015,36(4):923-945.
QIAO Lan, QU Chunlai, CUI Ming. Effect of fines content on engineering characteristics of tailings[J]. Rock and Soil Mechanics, 2015, 36(4): 923-945.
[4]余新洲.一种三维立体排渗方式在细粒级尾砂筑坝中的应用[J].岩土工程学报,2016,38(S1):74-78.
YU Xinzhou. Application of 3D solid water seepage method in construction of fine fraction tailings dam[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(S1): 74-78.
[5]李巧燕,王惠栋,马国伟,等.尾矿坝筑坝模袋力学性能试验研究[J].岩土力学,2016,37(4):957-964.
LI Qiaoyan, WANG Huidong, MA Guowei, et al. An experimental study of the mechanical performance of tailings dam geofabriform[J]. Rock and Soil Mechanics, 2016, 37(4): 957-964.
[6]巫尚蔚,杨春和,张超,等. 基于Weibull模型的细粒尾矿粒径分布[J].重庆大学学报,2016,39(3):1-12.
WU Shangwei, YANG Chunhe, ZHANG Chao, et al. Particle size distribution of fine-grained tailings based on Weibull distribution[J]. Journal of Chongqing University, 2016, 39(3): 1-12.
[7]李世海,周东.地质体渐进破坏面的计算模型与剪切面破坏准则[J].岩石力学与工程学报,2013,32(S2):3009-3015.
LI Shihai, ZHOU Dong. Computational model of progressive failure plane in geological body and failure criterion of shear plane[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(S2): 3009-3015.
[8]罗强,赵炼恒,李亮,等. 基于Barton-Bandis准则的锚固边坡稳定性分析[J].岩土力学,2013,34(5):1351-1359.
LUO Qiang, ZHAO Lianheng, LI Liang, et al. Stability analysis of anchored rock slope based on Barton-Bandis failure criterion[J]. Rock and Soil Mechanics, 2016, 2013, 34(5): 1351-1359.
[9]路德春,杜修力. 岩石材料的非线性强度与破坏准则研究[J].岩石力学与工程学报,2013,32(12):2394-2408.
LU Dechun, DU Xiuli. Research on nonlinear strength and failure criterion of rock material [J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(12): 2394-2408.
[10]邵龙潭,刘港,郭晓霞.三轴试样破坏后应变局部化影响的实验研究[J].岩土工程学报,2016,38(3):385-394.
SHAO Longtan, LIU Gang, GUO Xiaoxia. Effects of strain localization of triaxial samples in post-failure state [J]. Chinese Journal of Geotechnical Engineering, 2016, 38(3): 385-394.
[11]宋新江,徐海波,周文渊,等.水泥土应力-应变特性真三轴试验研究[J].岩土力学,2016,37(9):2489-2495.
SONG Xinjiang, XU Haibo, ZHOU Wenyuan, et al. True triaxial test on stress-strain characteristics of cement-soil[J]. Rock and Soil Mechanics, 2016, 37(9): 2489-2495.
[12]郭建强,刘新荣,王军保,等.基于弹性应变能的岩石强度准则[J].岩土力学,2016,37(S2):129-136.
GUO Jianqiang, LIU Xinrong, WANG Junbao, et al. Strength criterion of rock based on elastic strain energy[J]. Rock and Soil Mechanics, 2016, 37(S2): 129-136.
[13]韩龙强,吴顺川,李志鹏. 基于Hoek-Brown准则的非等比强度折减方法[J].岩土力学,2016,37(S2):691-696.
HAN Longqiang, WU Shunchuan, LI Zhipeng. Study of non-proportional strength reduction method based on Hoek-Brown failure criterion[J]. Rock and Soil Mechanics, 2016, 37(S2): 691- 696.
[14]费建波,介玉新,张丙印,等.土的三维破坏准则在颗粒流模型中的应用[J].岩土力学,2016,37(6):1809-1817.
FEI Jianbo, JIE Yuxin, ZHANG Bingyin, et al. Application of a three-dimensional yield criterion to granular flow modeling[J]. Rock and Soil Mechanics, 2016, 37(6): 1809-1817.
[15]彭瑞,赵光明,孟祥瑞. 岩体强度参数新解及应用[J].中国安全生产科学技术,2014,10(5):43-48.
PENG Rui, ZHAO Guangming, MENG Xiangrui. Latest explanation of rock mass strength parameters and its application [J]. Journal of Safety Science and Technology, 2014, 10(5): 43-48.
[16]陈生水. 尾矿库安全评价存在的问题与对策[J]. 岩土工程学报,2016,38(10):1869-1873.
CHEN Shengshui. Problems and countermeasures of safety evaluation of tailing pond[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(10): 1869-1873.
[17]《中国有色金属尾矿库概论》编辑委员会.中国有色金属尾矿库概论[R].北京:中国有色金属工业总公司,1992.
[18]尾矿设施设计参考资料编写组.尾矿设施设计参考资料[M].北京:冶金工业出版社, 1980.
[1]林雪松,王永吉,王东,等.细尾矿砂非饱和渗流稳态含水率二维解析解[J].中国安全生产科学技术,2019,15(5):111.[doi:10.11731/j.issn.1673-193x.2019.05.018]
LIN Xuesong,WANG Yongji,WANG Dong,et al.Twodimensional analytical solution of steady water content for fine tailing sand with unsaturated seepage[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2019,15(11):111.[doi:10.11731/j.issn.1673-193x.2019.05.018]