An approach for prospective forecasting of rock slope failure time

被引:5
|
作者
Leinauer, Johannes [1 ]
Weber, Samuel [1 ,2 ,3 ]
Cicoira, Alessandro [4 ]
Beutel, Jan [5 ]
Krautblatter, Michael [1 ]
机构
[1] Tech Univ Munich, TUM Sch Engn & Design, Landslide Res Grp, Munich, Germany
[2] WSL Inst Snow & Avalanche Res SLF, Davos, Switzerland
[3] CERC, Climate Change Extremes & Nat Hazards Alpine Reg R, Davos, Switzerland
[4] Univ Zurich, Dept Geog, Zurich, Switzerland
[5] Univ Innsbruck, Dept Comp Sci, Innsbruck, Austria
来源
COMMUNICATIONS EARTH & ENVIRONMENT | 2023年 / 4卷 / 01期
关键词
POWER-LAW CREEP; TEMPORAL PREDICTION; LANDSLIDES; MOVEMENT;
D O I
10.1038/s43247-023-00909-z
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Rock slope failures globally account for most single-event landslide disasters. Climatic changes in mountain areas boost failure activity and the demand for reliable failure time forecasts. State-of-the-art prediction models are often confused with high-frequency slope deformation data. Prospectively, they provide ambiguous forecasts as data filtering, starting point definition and forecast uncertainty remain arbitrary. Here, we develop a prospective failure time forecast model that applies multiple filtering and inverse velocity percentiles to minimize subjective decisions. We test the concept with 14 historic slope failures of 10(2)-10(8) m(3) including 46 displacement datasets from different sensors. After automatic detection of the onset of acceleration, the failure time of all events is forecasted to within -1 & PLUSMN; 17 h for higher-frequency data and -1 & PLUSMN; 4 d for daily data with a final mean uncertainty of 1 & PLUSMN; 1 d and 7 & PLUSMN; 4 d that is estimated in real-time. This prospective approach overcomes previous long-standing problems by introducing a robust and uniform concept across various types of catastrophic slope failures and sensors. A prospective failure time forecast model which applies filtering and inverse velocity percentiles to automatically detect the onset of acceleration ahead of rock slope failures can do so with sufficient time to allow action to be taken
引用
收藏
页数:10
相关论文
共 50 条
  • [31] Microseismic Monitoring and Numerical Simulation of Rock Slope Failure
    Liang, Zhengzhao
    Xu, Nuwen
    Ma, Ke
    Tang, Shibin
    Tang, Chunan
    INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS, 2013,
  • [32] Numerical and physical modelling of massive rock slope failure
    Barla, Giovanni
    ROCK MECHANICS AND ROCK ENGINEERING, 2008, 41 (01) : 1 - 2
  • [33] Analysis of a rock slope failure in a limestone open pit
    Cravero, M.
    Iabichino, G.
    Lo Presti, D.
    ROCK MECHANICS: MEETING SOCIETY'S CHALLENGES AND DEMANDS, VOLS 1 AND 2: VOL: FUNDAMENTALS, NEW TECHNOLOGIES & NEW IDEAS; VOL 2: CASE HISTORIES, 2007, : 1301 - 1309
  • [34] The Failure Mechanism Research of Jointed Rock Mass Slope
    Ni, Zhenqiang
    Kong, Jiming
    A, Fayou
    ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3, 2011, 94-96 : 1166 - 1170
  • [35] Directional simulation of failure probability of rock slope wedge
    Zhu Y.
    Zhou H.
    Feng X.-T.
    Zhang C.-Q.
    Zhang M.-Q.
    Yang F.-J.
    Yantu Lixue/Rock and Soil Mechanics, 2017, 38 : 151 - 157
  • [36] A numerical study on failure behavior of jointed rock slope
    Kim, WB
    Yang, HS
    Contribution of Rock Mechanics to the New Century, Vols 1 and 2, 2004, : 757 - 762
  • [37] Rock slope hazard assessment: a new approach
    McMillan, P
    Matheson, GD
    GEOHAZARDS IN ENGINEERING GEOLOGY, 1998, (15): : 177 - 183
  • [38] Energy approach to rock slope stability analysis
    Mauldon, M
    Arwood, S
    Pionke, CD
    JOURNAL OF ENGINEERING MECHANICS, 1998, 124 (04) : 395 - 404
  • [39] Q-SLOPE: AN EMPIRICAL ROCK SLOPE ENGINEERING APPROACH IN AUSTRALIA
    Bar, Neil
    Barton, Nick
    AUSTRALIAN GEOMECHANICS JOURNAL, 2018, 53 (04): : 73 - 86
  • [40] System reliability approach to rock slope stability
    Jimenez-Rodriguez, R.
    Sitar, N.
    Chacon, J.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2006, 43 (06) : 847 - 859