期刊文献+

淤泥质软基筑坝增容技术实践 被引量:2

Practice on compatibilization technology for damming on soft soil foundation
下载PDF
导出
摘要 随着矿山尾矿量的增加及土地资源的稀缺,安全环保地解决矿山的尾矿堆存问题是矿山企业必须研究的重要课题。新城金矿在旧库淤泥质软基上,采用碎石桩与反压法相结合的方法进行软基加固,然后采用池填法技术筑坝扩容。新增库容为93.89×104m3,延长尾矿库服务年限2.86年。该项目取得了预期的工程效果和经济效益。 With the increasing of tailings and the scarcity of land resources,how to solve the tailings storage with safe and environmental-friendly method is an important subject for mines.In old tailings pond,the soft soil foundation has been reinforced in Xincheng Gold Mine by using the method combined gravel pile and anti-pressure.Then the technology of pond filling method is used to build dam and expand capacity of tailings pond.The capacity of tailings pond in Xincheng Gold Mine has been increased to 93.89×104 m3,and the service life is extended 2.86 years.This project has obtained the expected engineering result and economic benefit.
作者 何倩 何建田
出处 《有色金属(矿山部分)》 2011年第5期46-48,共3页 NONFERROUS METALS(Mining Section)
关键词 尾矿库 淤泥质土层 软基加固 碎石桩 复合地基 旧库增容 tailings pond soft soil soft foundation reinforcement gravel pile composite foundation compatibilization of old tailings pond
  • 相关文献

参考文献10

二级参考文献15

  • 1周剑刚.广州东沙至新联高速公路软基处理方案研究[J].湖南交通科技,2004,30(4):24-26. 被引量:5
  • 2彭承英.尾矿库事故及预防措施[J].有色矿山,1996,25(5):38-40. 被引量:30
  • 3-.建筑施工手册[M].北京:中国建筑工业出版社,1998..
  • 4《尾矿设施设计参考资料》编写组.[R].,1987..
  • 5《中国有色金属尾矿库概论》编写组.[R].,1992..
  • 6[2]Finn W D L.Seismic stability of tailings dams[A].In:Proceedings of the International Symposium on Safety and Rehabilitation of Tailings Dams[C].Sydney,Australia:[s.n.],1990.90-105.
  • 7[3]Vick S G.Risk based approach to seismic stability and inundation hazard for upstream tailings dams[A].In:Proceedings of the International Symposium on Safety and Rehabilitation of Tailings Dams[C].Sydney,Australia:[s.n.],1990.52-62.
  • 8[5]Seed H B,Idriss I M.Simplified procedure for evaluating soil liquefaction potential[J].Journal of the Soil Mechanics and Foundation Division,ASCE,1971,97(7):1 249-1 273.
  • 9[8]Rauch A F.An empirical method for predicting surface displacements due to liquefaction-induced spreading in earthquake[Ph.D.Thesis][D].Virginia,USA:Virginia Polytechnic Institute and State University,1997.
  • 10[9]Seed H B,Tokimatsu K,Harder L F M,et al.Influence of SPT procedures in soil liquefaction resistance evaluations[J].Journal of Geotechnical Engineering,1985,111(12):1 425-1 445.

共引文献109

同被引文献6

引证文献2

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部