Real-time grouting monitoring and visualization analysis system for dam foundation curtain grouting

被引:4
|
作者
Fan G. [1 ]
Zhong D. [1 ]
Ren B. [1 ]
Cui B. [1 ]
Li X. [1 ]
Yue P. [1 ]
机构
[1] State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin
关键词
3D visualization analysis; dam foundation curtain grouting; dynamic alarming model; grouting information model (GIM); real-time monitoring;
D O I
10.1007/s12209-016-2794-8
中图分类号
学科分类号
摘要
A real-time monitoring and 3D visualization analysis system is proposed for dam foundation curtain grouting. Based on the real-time control technology, the optimization method and the set theory, a mathematical model of the system is established. The real-time collection and transmission technology of the grouting data provides a data foundation for the system. The real-time grouting monitoring and dynamic alarming method helps the system control the grouting quality during the grouting process, thus, the abnormalities of grouting, such as jacking and hydraulic uplift, can be effectively controlled. In addition, the 3D grouting visualization analysis technology is proposed to establish the grouting information model (GIM). The GIM provides a platform to visualize and analyze the grouting process and results. The system has been applied to a hydraulic project of China as a case study, and the application results indicate that the real-time grouting monitoring and 3D visualization analysis for the grouting process can help engineers control the grouting quality more efficiently. © 2016, Tianjin University and Springer-Verlag Berlin Heidelberg.
引用
收藏
页码:493 / 501
页数:8
相关论文
共 50 条
  • [1] Real-Time Grouting Monitoring and Visualization Analysis System for Dam Foundation Curtain Grouting
    樊贵超
    钟登华
    任炳昱
    崔博
    李晓超
    岳攀
    Transactions of Tianjin University, 2016, 22 (06) : 493 - 501
  • [2] Real-Time Grouting Monitoring and Visualization Analysis System for Dam Foundation Curtain Grouting
    樊贵超
    钟登华
    任炳昱
    崔博
    李晓超
    岳攀
    Transactions of Tianjin University, 2016, (06) : 493 - 501
  • [3] A Real-Time Analysis and Feedback System for Quality Control of Dam Foundation Grouting Engineering
    D. H. Zhong
    F. G. Yan
    M. C. Li
    C. X. Huang
    K. Fan
    J. F. Tang
    Rock Mechanics and Rock Engineering, 2015, 48 : 1947 - 1968
  • [4] A Real-Time Analysis and Feedback System for Quality Control of Dam Foundation Grouting Engineering
    Zhong, D. H.
    Yan, F. G.
    Li, M. C.
    Huang, C. X.
    Fan, K.
    Tang, J. F.
    ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (05) : 1947 - 1968
  • [5] On a quantitative management of dam foundation grouting by real time analysis
    Mihashi, K
    Takahashi, K
    Tashiro, T
    Hayashi, K
    GROUTING AND DEEP MIXING, VOL 1, 1996, : 183 - 188
  • [6] Application of improved genetic algorithm to optimization of grouting curtain of dam foundation
    Cui Wen-juan
    Chai Jun-rui
    Xu Zeng-guang
    Wu Mei-hua
    ROCK AND SOIL MECHANICS, 2008, 29 (12) : 3349 - 3352
  • [7] Construction and quality analysis of curtain grouting in foundation of dam for Yangtze Three Gorges Project
    Yang, Xuexiang
    Li, Yan
    GEOTECHNICAL ENGINEERING FOR DISASTER MITIGATION AND REHABILITATION, 2008, : 790 - +
  • [8] Dworshak Dam foundation grouting
    Wright, EL
    ASSOCIATION OF STATE DAM SAFETY OFFICIALS 1998 ANNUAL CONFERENCE PROCEEDINGS, 1998, : 267 - 276
  • [9] Real-time tiltmeter monitoring during compaction grouting
    Schuyler, Jeff N.
    Gularte, Francis
    Geotechnical News, 2000, 18 (02):
  • [10] Optimum thickness of curtain grouting on dam foundation with minimum seepage pressure resultant
    Chai, Junrui
    Cui, Wenjuan
    STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2012, 45 (02) : 303 - 308