Real-Time Safety Evaluation for Slope during Construction Using Numerical Forecast and Sensor Monitoring Platform

被引:7
作者
Zhang, Sherong [1 ,2 ]
Hou, Dejun [1 ,2 ]
Wang, Chao [1 ,2 ,3 ]
Cao, Xuexing [4 ]
Zhang, Fenghua [1 ,2 ]
Pan, Fei [5 ]
Du, Chengbo [6 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
[2] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China
[3] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Hubei, Peoples R China
[4] Huaneng Lancang River Hydropower INC, Kunming 650051, Yunnan, Peoples R China
[5] Shanghai Municipal Engn Design Inst Grp Co Ltd, Shanghai 200092, Peoples R China
[6] Yalong River Hydropower Dev Co Ltd, Chengdu 610051, Sichuan, Peoples R China
基金
国家重点研发计划; 中国国家自然科学基金;
关键词
slope engineering; real-time safety evaluation; real-time system; construction schedule; information technologies; EARLY WARNING SYSTEM; LANDSLIDE SUSCEPTIBILITY; STABILITY; MODEL; MANAGEMENT; HAZARD; PREDICTION; FAILURE; TERRAIN; SURFACE;
D O I
10.3390/s18092978
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
Geology uncertainties and real-time construction modification induce an increase of construction risk for large-scale slope in hydraulic engineering. However, the real-time evaluation of slope safety during construction is still an unsettled issue for mapping large-scale slope hazards. In this study, the real-time safety evaluation method is proposed coupling a construction progress with numerical analysis of slope safety. New revealed geological information, excavation progress adjustment, and the support structures modification are updating into the slope safety information model-by-model restructuring. A dynamic connection mapping method between the slope restructuring model and the computable numerical model is illustrated. The numerical model can be generated rapidly and automatically in database. A real-time slope safety evaluation system is developed and its establishing method, prominent features, and application results are briefly introduced in this paper. In our system, the interpretation of potential slope risk is conducted coupling dynamic numerical forecast and monitoring data feedback. The real case study results in a comprehensive real-time safety evaluation application for large slope that illustrates the change of environmental factor and construction state over time.
引用
收藏
页数:16
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共 40 条
  • [1] A proactive system for real-time safety management in construction sites
    Carbonari, Alessandro
    Giretti, Alberto
    Naticchia, Berardo
    [J]. AUTOMATION IN CONSTRUCTION, 2011, 20 (06) : 686 - 698
  • [2] Cheng T., 2010, Proc., Construction Research Congress, Banff, AB, P339
  • [3] Real-time resource location data collection and visualization technology for construction safety and activity monitoring applications
    Cheng, Tao
    Teizer, Jochen
    [J]. AUTOMATION IN CONSTRUCTION, 2013, 34 : 3 - 15
  • [4] Probabilistic stability analyses of slopes using the ANN-based response surface
    Cho, Sung Eun
    [J]. COMPUTERS AND GEOTECHNICS, 2009, 36 (05) : 787 - 797
  • [5] Failure forecast for large rock slides by surface displacement measurements
    Crosta, GB
    Agliardi, F
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (01) : 176 - 191
  • [6] Landslide risk assessment and management: an overview
    Dai, FC
    Lee, CF
    Ngai, YY
    [J]. ENGINEERING GEOLOGY, 2002, 64 (01) : 65 - 87
  • [7] Real-time safety early warning system for cross passage construction in Yangtze Riverbed Metro Tunnel based on the internet of things
    Ding, L. Y.
    Zhou, C.
    Deng, Q. X.
    Luo, H. B.
    Ye, X. W.
    Ni, Y. Q.
    Guo, P.
    [J]. AUTOMATION IN CONSTRUCTION, 2013, 36 : 25 - 37
  • [8] Development of web-based system for safety risk early warning in urban metro construction
    Ding, L. Y.
    Zhou, C.
    [J]. AUTOMATION IN CONSTRUCTION, 2013, 34 : 45 - 55
  • [9] Quantification of slope displacement rates using acoustic emission monitoring
    Dixon, N.
    Spriggs, M.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2007, 44 (08) : 966 - 976
  • [10] State of the art: Limit equilibrium and finite-element analysis of slopes
    Duncan, JM
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (07): : 577 - 596