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绿色加筋格宾挡墙在尾矿库坝体加固中的应用 被引量:1

Application of Green Reinforced Gabion Retaining Wall in Tailings Dam Reinforcement
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摘要 目前,我国共有尾矿库8000多座,总量居世界第一,其中四五等库占尾矿库总数90%以上,尾矿库大量压占土地,造成了我国土地进一步紧缺。尾矿库闭库后经土地复垦可将其作为农田、公园、工业用地和城市建设用地等,绿色加筋格宾挡墙作为新型支挡结构,具有透水性强、断面尺寸小、地基适应性强、耐久性强、造价低等特点,在保证坡体稳定的同时,有效提高土地利用效率,具有良好的生态恢复效应。该项目位于城市近郊,下游坡脚紧邻省级交通道路,尾矿库治理后即用于省级示范工业园区场地建设,对于城市土地供应紧缺的情况下,具有较高的经济效益、社会效益和生态效益。 At present,there are more than 8,000 tailings ponds in our country,ranking first in the world in total.Among them,the fourth and fifth class reservoirs account for more than 90%of the total number of tailings ponds.A large number of tailings ponds occupy land,causing further shortage of land in our country.After the tailing pond is closed,it can be reclaimed as farmland,park,industrial land and urban construction land.As a new retaining structure,the green reinforced gabion retaining wall has the characteristics of strong water permeability,small section size,strong foundation adaptability,strong durability,low cost,etc.It can effectively improve the land using efficiency while ensuring the stability of the slope body and has good ecological restoration effect.The project is located in the suburb of the city,the foot of the downstream slope is close to the provincial traffic road,and the tailings pond will be used for the construction of the provincial demonstration industrial park site after treatment,which has high economic,social and ecological benefits under the condition of shortage of urban land supply.
作者 余新洲 吴均平 YU Xin-zhou;WU Jun-ping(Changsha Mining Research Institute Co.,Ltd,Changsha 410000 China;Maccaferri(Changsha)Enviro TechCo.,Ltd,Changsha 410000,China)
出处 《世界有色金属》 2020年第12期168-170,共3页 World Nonferrous Metals
关键词 尾矿库 坝体加固 绿色加筋格宾挡墙 tailings pond dam reinforcement anti-slide piles Green Reinforced Gabion Retaining Wall
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  • 1周世良,王多垠,王江.加筋土挡墙结构特性分析[J].水运工程,2004(9):9-13. 被引量:5
  • 2宋雅坤,郑颖人,赵尚毅,雷文杰.有限元强度折减法在三维边坡中的应用研究[J].地下空间与工程学报,2006,2(5):822-827. 被引量:60
  • 3Macstars 2000专业软件使用手则[M].马克菲尔公司.
  • 4LO S C R.Determination of design parameters of a mesh typereinforcement[J].Geotechnical Testing Journal.ASTM,1990,13(4):343-350.
  • 5MIR E N.Pullout and direct shear test of hexagonal wire meshreinforcement in various fill materials including lahar from Mt.Pinatubo,Philipines[D].Bangkok:Asian Institute of Technology,1999.
  • 6TEERAWATTANASUK C.Interaction and deformationbehavior of hexagonal wire mesh reinforcement at the vicinity ofshear surface on sand and volcanic ash(lahar)backfill[D].Bangkok:Asian Institute of Technology,1997:76-88.
  • 7Voottipruex P,Teerawattanasuk C,Bergado D.Interaction anddeformation behavior of hexagonal wire mesh reinforcement atthe vicinity of shear surface on sand and volcanic ashbackfills[C]//Proceedings of the 4th National Conference onCivil Engineering,Thailand,1997,2:185-190.
  • 8Bergado D T,Teerawattanasuk C,Wongsawanon T,et al.Interaction between hexagonal wire mesh reinforcement andsilty sand backfill[J].Canadian Geotechnical Journal,2001,24(1):26-41.
  • 9Bergado D T,Teerawattanasuk C,Youwai S,et al.FE modelingof hexagonal wire reinforced embankment on soft clay[J].Canadian Geotechnical Journal,2000,37:1209-1226.
  • 10杨广庆,吕鹏,庞巍,赵玉.返包式土工格栅加筋土高挡墙现场试验研究[J].岩土力学,2008,29(2):517-522. 被引量:73

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