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金属矿山 ›› 2012, Vol. 41 ›› Issue (02): 144-148.

• 安全与环保 • 上一篇    下一篇

30 m超高加筋土挡墙在宁化行洛坑钨矿的应用

贺健   

  1. 中国瑞林工程技术有限公司
  • 出版日期:2012-02-15 发布日期:2012-05-30

Application of 30 m Ultra High Reinforced Earth Retaining Wall in Ninghua Xingluokeng Tungsten Mine

He Jian   

  1. China Nerin Engineering Co.,Ltd.
  • Online:2012-02-15 Published:2012-05-30

摘要: 论述了超高加筋土挡墙的设计过程与建造及挡墙的变形特征。较大墙高宜采用加筋土挡墙,其对地基的适应性强,占地少,建造周期短。行洛坑钨矿原矿运输铁路跨越深沟谷,与栈桥相比较后,采用了加筋土挡墙方案,设计建造了二级30 m超高加筋土挡墙作为路基,1 a累计最大水平位移16~83 mm,最大沉降24~115 mm,建成5 a来运行正常。

关键词: 矿山原矿运输铁路, 超高加筋土挡墙, 路基变形

Abstract: The engineering process and deformation features of the construction and the retaining wall are described.Reinforced earth retaining walls are applicable to big and high walls as they are featured by strong adaptation to foundations,less land occupation and short construction period.The run-of-mine transport railway of Xingluokeng Tungsten Mine runs across deep valleys,for which reinforced earth retaining wall approach is selected after comparison with trestle option.In the design,class-II 30 m ultra high reinforced earth retaining wall is built as the road bed,which gives an annual accumulated maximum horizontal displacement of 16~83 mm and maximum sedimentation of 24~115 mm.The wall has been working well since its operation for 5 a.

Key words: Mine run-of-mine transport railway, Ultra high reinforced earth retaining wall, Road bed deformation