[1] 李辉,易富,张佳.基于因素空间的尾矿坝稳定性综合评价[J].中国安全科学学报,2019,29(12): 28-34. LI Hui,YI Fu,ZHANG Jia.Comprehensive stability evaluation of tailing dam based on factor space[J]. China Safety Science Journal,2019,29(12): 28-34. [2] 张媛媛,杨凯.尾矿库生命周期溃坝风险演化研究[J].中国安全科学学报,2017,27(7): 1-6. ZHANG Yuanyuan,YANG Kai.Research on evolution of risk of tailings dam-break in lifecycle[J]. China Safety Science Journal, 2017,27(7): 1-6. [3] 陈守义.浅议上游法细粒尾矿堆坝问题[J].岩土力学,1995,16(3): 70-76. CHEN Shouyi.Discussion on the problem of fine graiend tailings dam by upstream method[J].Rock and Soil Mechanics,1995,16(3): 70-76. [4] 杜艳强,王新武,张坤,等.细粒尾矿坝漫顶溃坝机制及灾变过程[J].中国安全科学学报,2017,27(2): 104-108. DU Yanqiang,WANG Xinwu,ZHANG Kun,et al.Process and mechanism offine grained tailings dam's failure due to overtopping[J]. China Safety Science Journal,2017,27(2): 104-108. [5] ZHANG Hongzhu,WANG Laigui,FENG Meisheng.Stability study of the geogrids reinforced tailings[J].Advanced Materials Research,2011,1443(327): 1-5. [6] 魏发正.金马铅锌矿细粒尾矿库的加固实践[J].矿业安全与环保,2008,35(4): 47-51. WEI Fazheng.Reinforcement practice of Jinma lead-zinc mine fine graiend stailings pond[J].Mining Safety & Environmental,2008,35(4): 47-51. [7] 杨广庆,李广信,张保俭.土工格栅界面摩擦特性试验研究[J].岩土工程学报,2006,28(8): 948-952. YANG Guangqing, LI Guangxin, ZHANG Baojian.Experimental studies on interface friction characteristics of geogrids[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 948-952. [8] 汪明元,包承纲,丁金华,等.试验条件对土工格栅与膨胀土界面拉拔性状的影响[J].岩土力学,2008,29(11): 442-448. WANG Mingyuan, BAO Chenggang, DING Jinhua,et al.Effect of some test conditions on pull-out behaviors of interfacebetween geogrids and compacted expansive soils[J].Rock and Soil Mechanics,2008,29(11): 442-448. [9] 尹光志,张东明,魏作安,等.土工合成材料与细粒尾矿界面作用特性的试验研究[J].岩石力学与工程学报,2004,23(3): 426-429. YIN Guangzhi,ZHANG Dongming,WEI Zuoan,et al.Testing study on interaction characteristic between fine graiend tailings and geosynthetics [J].Chinese Journal of Rock Mechanics and Engineering,2004,23(3): 426-429. [10] 杜坤乾,李国祥,李品华,等.钢塑土工格栅在土石混合料中的拉拔试验研究[J].防灾减灾工程学报,2015,35(5): 644-650. DU Kunqian,LI Guoxiang,LI Pinhua,et al.Experimental study on drawing plastic geogrid in soilrock mixture[J].Journal of Disaster Prevention and Mitigation Engineering,2015,35(5): 644-650. [11] 王家全,陆梦梁,周岳富,等.土工格栅纵横肋的筋土承载特性分析[J].岩土工程学报,2018,40(1): 186-193. WANG Jiaquan,LU Mengliang,ZHOU Yuefu,et al.Bearing characteristics of reinforced soil with longitudinal and transverse ribs of geogrids[J]. Chinese Journal of Geotechnical Engineering,2018,40(1): 186-193. [12] 陈榕,王喜强,郝冬雪,等.季节性冻土中土工格栅加筋特性试验研究[J].岩土工程学报,2019,41(6): 1 101-1 107. CHEN Rong,WANG Xiqiang,HAO Dongxue,et al.Experimental investigation on reinforced characteristics of geogrids in seasonal frozen soil[J].Chinese Journal of Geotechnical Engineering,2019,41(6): 1 101-1 107. [13] ZHOU J,CHEN J F, XUE J F, et al.Micro-mechanism of the interaction between sand and geogrid transverse ribs[J].Geosynthetics International,2012,19(6): 426-437. [14] KHEDKAR M S, MANDAL J N. Pullout behavior of cellular reinforcements[J].Geotextiles and Geomembranes,2009, 27(4): 262-271. [15] 苗晨曦,郑俊杰,崔明娟,等.三向土工格栅筋土界面及摩擦特性的离散元模拟[J].岩土力学,2014,35(增1): 423-430. MIAO Chenxi, ZHENG Junjie, CUI Mingjuan,et al.Discrete element simulation of interface characteristic and frictional properties of triaxial geogrid[J].Rock and Soil Mechanics,2014,35(S1): 423-430. [16] 周小凤,张孟喜,邱成春,等.不同形式土工格栅加筋砂的强度特性[J].上海交通大学学报,2013,47(9): 1 377-1 381. ZHOU Xiaofeng,ZHANG Mengxi,QIU Chengchun,et al.Strength of sand reinforced with different forms of geogrid [J].Journal of Shanghai Jiaotong University,2013,47(9): 1 377-1 381. [17] 郑俊杰,曹文昭,周燕君,等.三向土工格栅筋-土界面特性拉拔试验研究[J].岩土力学,2017,38(2): 317-324. ZHENG Junjie,CAO Wenzhao,ZHOU Yanjun,et al.Pull-out test study of interface behavior between triaxial geogrid and soil[J].Rock and Soil Mechanics,2017,38(2): 317-324. [18] 蔡清,程江涛,于沉香.细粒尾矿的定义及分类方法探讨[J].土工基础,2014,28(1): 91-93. CAI Qing,CHENG Jiangtao,YU Chenxiang.Definition and classification of fine grain masterials from mine tailings[J]. Soil Engineering and Foundation,2014,28(1): 91-93. [19] SL 235—2012, 土工合成材料测试规程[S]. SL 235-2012, Specification for test and measurement of geosynthetics[S]. [20] 包承纲.土工合成材料界面特性的研究及试验验证[J].岩石力学与工程学报,2006,25(9): 1 735-1 744. BAO Chenggang. Study on interface behavior of geosynthetics and soil[J].Chinese Journal of Rock Mechanics and Engineering, 2006, 25(9): 1 735-1 744. [21] 唐晓松,郑颖人,王永甫,等.关于土工格栅合理网孔尺寸的研究[J].岩土力学,2017,38(6): 1 583-1 588. TANG Xiaosong,ZHENG Yingren,WANG Yongfu,et al.Study on the reasonable size of geo-grid meshes[J].Rock and Soil Mechanics,2017,38(6): 1 583-1 588. [22] 丁鲁强,李大勇,陈福全.土工格栅与饱和细砂的界面特性试验研究[J].长江科学院院报,2018,35(11): 101-106. DING Luqiang,LI Dayong,CHEN Fuquan.Experimental study on the properties of interface between geogrid and saturated fine sand[J].Journal of Yangtze River Scientific Research Institute,2018,35(11): 101-106. [23] 史旦达,刘文白,水伟厚,等.单、双向塑料土工格栅与不同填料界面作用特性对比试验研究[J].岩土力学,2009,30(8): 2 237-2 244. SHI Danda,LIU Wenbai,SHUI Weihou,et al.Comparative experimental studies of interface characteristics between uniaxial/biaxial plastic geogrids and different soils[J]. Rock and Soil Mechanics,2009,30(8): 2 237-2 244. |