• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

透镜对尾矿坝渗流破坏的影响。

The impact of lenses on the seepage failure of tailings dam.

机构信息

School of Energy and Mining, China University of Mining and Technology-Beijing, Beijing, China.

School of Civil Engineering, North China University of Technology, Beijing, China.

出版信息

PLoS One. 2024 Aug 7;19(8):e0305425. doi: 10.1371/journal.pone.0305425. eCollection 2024.

DOI:10.1371/journal.pone.0305425
PMID:39110749
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11305558/
Abstract

The presence of lenses such as tailings slurry, frozen soil, and saturated zones disrupts the continuity of tailings dams and their normal seepage patterns, elevating the seepage line of the dam body and significantly impacting local stability. This study, to investigate how lenses affect the stability and failure mechanisms of tailings dams, employs numerical simulation and physical models and constructs a model of the tailings dam, incorporating tailings clay lens and void lens, to investigate variations in hydraulic gradients, seepage velocities, seepage flow, pore water pressure, and the patterns of seepage failure. This research reveals that the tailings clay lens within the dam body increases the hydraulic gradient in its vicinity due to its low permeability and raises the phreatic line. As the tailings clay lens approaches the dam body, the phreatic line tends to escape along the upper part of the lens towards the dam surface. In addition, the void lens could lead to a more pronounced seepage gradient along its path on the dam surface, with a liquefaction beneath it. As the void lens nears the toe of the slope, the dam failure mode transitions from a step-like progressive failure to an arch-shaped settlement failure along the void lens.

摘要

透镜的存在,如尾矿浆、冻土和饱和带,破坏了尾矿坝的连续性及其正常渗流模式,抬高了坝体的渗流线,并对局部稳定性产生重大影响。本研究旨在探讨透镜如何影响尾矿坝的稳定性和破坏机制,采用数值模拟和物理模型,构建了一个包含尾矿粘土透镜体和空洞透镜体的尾矿坝模型,以研究水力梯度、渗流速度、渗流流动、孔隙水压力和渗流破坏模式的变化。研究表明,由于尾矿粘土透镜体的低渗透性,它会增加坝体附近的水力梯度,并抬升地下水位。随着尾矿粘土透镜体接近坝体,地下水位往往会沿着透镜体的上部向坝面逸出。此外,空洞透镜体可能会导致在其路径上沿坝面出现更明显的渗流梯度,其下方会发生液化。随着空洞透镜体接近边坡趾部,坝的破坏模式从阶梯状渐进破坏转变为沿空洞透镜体的拱形沉降破坏。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/fa71e4684d4c/pone.0305425.g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/38cd413d9f20/pone.0305425.g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/c69db815fc99/pone.0305425.g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/eafeb45d050b/pone.0305425.g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/edf126c0eeed/pone.0305425.g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/9f940ff1060d/pone.0305425.g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/8a03909c4f26/pone.0305425.g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/d5b3ada91715/pone.0305425.g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/5af4690afc81/pone.0305425.g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/545bd0fca065/pone.0305425.g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/2638dc39af46/pone.0305425.g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/fa71e4684d4c/pone.0305425.g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/38cd413d9f20/pone.0305425.g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/c69db815fc99/pone.0305425.g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/eafeb45d050b/pone.0305425.g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/edf126c0eeed/pone.0305425.g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/9f940ff1060d/pone.0305425.g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/8a03909c4f26/pone.0305425.g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/d5b3ada91715/pone.0305425.g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/5af4690afc81/pone.0305425.g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/545bd0fca065/pone.0305425.g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/2638dc39af46/pone.0305425.g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/5c5f/11305558/fa71e4684d4c/pone.0305425.g011.jpg

相似文献

1
The impact of lenses on the seepage failure of tailings dam.透镜对尾矿坝渗流破坏的影响。
PLoS One. 2024 Aug 7;19(8):e0305425. doi: 10.1371/journal.pone.0305425. eCollection 2024.
2
A Suggested Equivalent Method for a Drainage Structure to Analyze Seepage in Tailings Dam.一种用于排水结构分析尾矿坝渗流的等效方法建议
Materials (Basel). 2022 Oct 14;15(20):7154. doi: 10.3390/ma15207154.
3
Seepage field characteristic and stability analysis of tailings dam under action of chemical solution.化学溶液作用下尾矿坝渗流场特征及稳定性分析。
Sci Rep. 2021 Feb 18;11(1):4073. doi: 10.1038/s41598-021-83671-6.
4
Seepage stability analysis of geogrid reinforced tailings dam.土工格栅加筋尾矿坝渗流稳定性分析
Sci Rep. 2024 Jan 20;14(1):1814. doi: 10.1038/s41598-024-52472-y.
5
Horizontal seepage failure model and experimental study of damaged sidewalls of seams between geotube dam tubes.土工管袋坝管间套接损毁侧墙水平渗流破坏模型及试验研究
PLoS One. 2020 Apr 16;15(4):e0231624. doi: 10.1371/journal.pone.0231624. eCollection 2020.
6
Geophysical investigation of seepage beneath an earthen dam.土坝下渗流的地球物理探测
Ground Water. 2015 Mar-Apr;53(2):238-50. doi: 10.1111/gwat.12185. Epub 2014 Mar 17.
7
Investigation of gap-graded soils' seepage internal stability with the concept of void filling ratio.基于空隙填充率概念研究级配孔隙土的渗流内部稳定性。
PLoS One. 2020 Feb 28;15(2):e0229559. doi: 10.1371/journal.pone.0229559. eCollection 2020.
8
An Improved Large-Scale Stress-Controlled Apparatus for Long-Term Seepage Study of Coarse-Grained Cohesive Soils.一种改进的大规模应力控制仪器,用于粗粒粘性土的长期渗流研究。
Sensors (Basel). 2021 Sep 18;21(18):6280. doi: 10.3390/s21186280.
9
Characterization of focused seepage through an earthfill dam using geoelectrical methods.利用地电方法对土石坝集中渗流进行表征
Ground Water. 2014 Nov-Dec;52(6):952-65. doi: 10.1111/gwat.12151. Epub 2013 Dec 16.
10
Tailings dams: Assessing the long-term erosional stability of valley fill designs.尾矿坝:评估填谷设计的长期侵蚀稳定性。
Sci Total Environ. 2022 Nov 25;849:157692. doi: 10.1016/j.scitotenv.2022.157692. Epub 2022 Jul 28.