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投稿时间:2019-06-11 修订日期:2019-06-25
投稿时间:2019-06-11 修订日期:2019-06-25
中文摘要: 山坡型尾矿库由于地形以及周围环境限制,若按照传统的方法设计堆积坝,则坡度太缓,将大大减少尾矿库的有效库容。对此,以某尾矿库工程为例,尝试将岩土工程中加筋土的理念应用到尾矿库堆积坝设计中,以增大尾矿库的堆高和库容。本文章通过GEO-studio专业软件对土工织物加筋加固尾矿库堆积坝坝坡的效果进行了模拟分析,结果表明:采用土工织物加筋后,尾矿库的堆积坡比从1:4.5提高到1:2.5,尾矿库的有效库容增加了38%。该研究成果可为山坡型尾矿库堆积坝设计提供借鉴和参考。
Abstract:Abstract: Due to restriction of surrounding terrain and environment, the slope of tailings embankment designed by the traditional method is too slow. It would greatly reduce the effective capacity of the hillside tailings pond. This paper takes a tailings pond project as an example and attempts to apply the concept of reinforced soil in geotechnical engineering to the design of tailings embankment. This measure is designed in order to increase the pile height and storage capacity of tailings pond. In this paper, GEO-studio professional software is used to simulate and analyze the effect of geotextile reinforcement on the slope of tailings embankment. The results show that the slope ratio of tailings embankment after geotextile reinforced is significantly improved from 1:4.5 to 1:2.5. The effective storage capacity of the tailings pond increased 38%. The research results can provide reference for the design of hillside tailings embankment.
keywords: Tailings embankment Reinforced dam Geotextiles
文章编号:20190611001 中图分类号: 文献标志码:
基金项目:国家重点基础研究发展计划(973计划)
Author Name | Affiliation | Postcode |
gaopengfei | Beijing General Research Institute of Mining & Metallurgy Technology Group | 100160 |
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