![一种防止超细尾矿堆筑上游法尾矿坝地震液化失稳的方法](/CN/2017/1/15/images/201710078958.jpg)
基本信息:
- 专利标题: 一种防止超细尾矿堆筑上游法尾矿坝地震液化失稳的方法
- 专利标题(英):Method for preventing earthquake liquefaction instability of ultrafine tailing heaping upstream method tailing dam
- 申请号:CN201710078958.6 申请日:2017-02-14
- 公开(公告)号:CN106702983A 公开(公告)日:2017-05-24
- 发明人: 张强 , 杨永生 , 毛权生 , 余克林 , 张程 , 王雨波 , 张雷 , 陶伟 , 房定旺 , 曹纪刚 , 吴鹏程 , 乐陶 , 唐凯
- 申请人: 中钢集团马鞍山矿山研究院有限公司 , 华唯金属矿产资源高效循环利用国家工程研究中心有限公司
- 申请人地址: 安徽省马鞍山市经济开发区西塘路666号;
- 专利权人: 中钢集团马鞍山矿山研究院有限公司,华唯金属矿产资源高效循环利用国家工程研究中心有限公司
- 当前专利权人: 中钢集团马鞍山矿山研究总院股份有限公司,华唯金属矿产资源高效循环利用国家工程研究中心有限公司
- 当前专利权人地址: 安徽省马鞍山市经济开发区西塘路666号;
- 代理机构: 马鞍山市金桥专利代理有限公司
- 代理人: 常前发; 奚志鹏
- 主分类号: E02B11/00
- IPC分类号: E02B11/00 ; E02B3/10
The invention discloses a method for preventing earthquake liquefaction instability of an ultrafine tailing heaping upstream method tailing dam. An initial dam (5) and a dam abutment flood stop ditch (1) are built according to a design scheme; embedment depths of a first earthquake liquefaction resisting medium-coarse sand drainage/seepage layer and a second earthquake liquefaction resisting medium-coarse sand drainage/seepage layer are determined according to the region seismic fortification intensity; the first and second earthquake liquefaction resisting medium-coarse sand drainage/seepage layers both consist of medium-coarse sand drainage/seepage layers (11), and a row of groove hole drainage/seepage pipes (3) paved in the medium-coarse sand drainage/seepage layers (11); the groove hole drainage/seepage pipes (3) are communicated with drainage communicating pipes (2) through three-way pipes (12); and the outer ends of the drainage communicating pipes (2) are connected with the dam abutment flood stop ditch (1). The method improves the earthquake liquefaction resistance and the stability of the ultrafine tailing heaping dam, prevents the earthquake liquefaction instability damage, and in particular, is suitable for the ultrafine tailing heaping upstream method tailing dam in high-intensity earthquake region.
公开/授权文献:
- CN106702983B 一种防止超细尾矿堆筑上游法尾矿坝地震液化失稳的方法 公开/授权日:2018-09-18
IPC结构图谱:
E | 固定建筑物 |
--E02 | 水利工程;基础;疏浚 |
----E02B | 水利工程 |
------E02B11/00 | 土壤排水,例如,用于农业的 |