您当前的位置:
首页 >
文章列表页 >
Seepage-stress-damage coupling analysis of concrete lining under high internal pressure
更新时间:2024-11-22
    • Seepage-stress-damage coupling analysis of concrete lining under high internal pressure

    • In the field of hydraulic tunnels, experts have proposed a method for determining the physical load of seepage using ABAQUS software, improved the concrete permeability coefficient model, and achieved coupled analysis of seepage stress damage, providing an effective tool for complex tunnel design.
    • Advanced Engineering Sciences   Pages: 1-13(2024)
    • DOI:10.12454/j.jsuese.202400819    

      CLC: TU 452
    • Received:10 October 2024

      Revised:2024-11-21

      Published Online:25 November 2025

    移动端阅览

  • JIN Junchao,JING Laihong,SONG Zhiyu,et al.Seepage-stress-damage coupling analysis of concrete lining under high internal pressure[J].Advanced Engineering Sciences,XXXX,XX(XX):1‒13. DOI: 10.12454/j.jsuese.202400819.

  •  
  •  

0

Views

187

下载量

0

CNKI被引量

Alert me when the article has been cited
提交
Tools
Download
Export Citation
Share
Add to favorites
Add to my album

Related Articles

Design theory and application progress of high-pressure reinforced concrete bifurcation pipes
Seismic Response Process Analysis of Concrete Lining in Hydraulic Tunnel

Related Author

SU Kai
ZHOU Xin
HAO Jungang
ZHU Hongze
HU Zhigen
邓建
肖明
陈俊涛

Related Institution

State Key Laboratory of Water Resources Engineering and Management, Wuhan University
Renewable Energy Engineering Institute
武汉大学 水资源与水电工程科学国家重点实验室湖北
武汉大学 水工岩石力学教育部重点实验室湖北
0