富水条件下露天坑回填体力学特性研究
DOI:
CSTR:
作者:
作者单位:

鞍钢集团矿业有限公司大孤山分公司, 辽宁 鞍山 114046

作者简介:

宫长亮(1985—),男,高级工程师,从事采矿工艺设计和边坡稳定性分析。

通讯作者:

中图分类号:

TD854

基金项目:


Study on Physical Properties of Backfilling of Open Pit Under Water-Rich Condition
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为了研究露天坑回填排放施工时出现降雨和料浆回填后泌水情况对回填体强度影响的变化规律,以辽宁省鞍山市大孤山露天坑为工程背景,对2种不同料浆配比开展浸水试验和施加7种不同类型降雨量的淋雨试验,获取不同条件下回填体抗压强度及强度折减规律。研究结果表明:浸水时间为1h时,回填体抗压强度下降最为明显,但随着浸水时间的增加,抗压强度折减幅度降低;降雨强度对回填体早期抗压强度(3d、7d)影响显著,降雨强度越大,回填体早期抗压强度折减程度越高,抗压强度越低;当连续3d降雨量均超过7mm/d时,需停止排放施工。

    Abstract:

    In order to study the variation law of the influence of rainfall and slurry drainage on the strength of backfill during the construction of open pit backfill discharge, based on the engineering background of Dagushan open pit in Anshan City, Liaoning Province, two different slurry ratios were immersed in water tests and seven different types of rainfall were applied to obtain the compressive strength and strength reduction law of backfill under different conditions. The results show that when the immersion time is 1h, the compressive strength of backfill decreases most obviously, but the reduction range of compressive strength decreases with the increase of immersion time. Rainfall intensity has a significant effect on the early compressive strength of the backfill body (3d, 7d). The greater the rainfall intensity, the higher the reduction degree of the early compressive strength of the backfill body, and the lower the compressive strength. When the rainfall exceeds 7mm/d for three consecutive days, the discharge construction should be stopped.

    参考文献
    相似文献
    引证文献
引用本文

宫长亮,孙健,张建立,等.富水条件下露天坑回填体力学特性研究 [J].中国矿山工程,2025,54(1):32-37.

复制
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2025-12-24
  • 出版日期:
文章二维码