Uncertainty in seismic slope deformation model predictions

被引:42
|
作者
Strenk, Patrick M. [1 ]
Wartman, Joseph [2 ]
机构
[1] Lafayette Coll, Dept Civil & Environm Engn, Easton, PA 18042 USA
[2] Univ Washington, Dept Civil & Environm Engn, Seattle, WA 98195 USA
基金
美国国家科学基金会;
关键词
Landslides; Earthquake; Newmark; Nonlinearity; Uncertainty; Variability; 1994; NORTHRIDGE; STABILITY; MOTION; DISPLACEMENTS; CALIFORNIA; HISTORY;
D O I
10.1016/j.enggeo.2011.03.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this article we examine how variability in driving and resisting force parameters together translate into uncertainty in seismic slope deformation predictions. Predictive uncertainty of the Newmark rigid-block and Makdisi-Seed decoupled deformation-based methods was evaluated by performing a series of probabilistic Monte Carlo simulations for two idealized slope models. Results from these analyses demonstrate that the highly non-linear relationship between acceleration ratio and displacement associated with the deformation models dictates the way in which parametric variability is propagated through the analysis and can lead to varying degrees of uncertainty in the deformation predictions. Based on this observation, three zones along the displacement-acceleration ratio relationship were identified according to their relative degree of nonlinearity and correlated with their relative influence on predictive uncertainty; these are: (i) highly uncertain, (ii) moderately uncertain and (iii) low uncertainty. Using this framework, the widely held notion of a generic "order-of-magnitude" estimate for deformation predictions is a misnomer. Based on this, it is recommended that realistic levels of parametric variability be incorporated in the seismic slope deformation analysis to establish the operating conditions of the slope system. Slopes identified as highly uncertain or moderately uncertain require a more robust probabilistic analyses to meaningfully interpret poorly constrained deformation predictions. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:61 / 72
页数:12
相关论文
共 50 条
  • [41] Identification of the modes of deformation of infinite-slope centrifuge models subjected to seismic excitations
    Oskay, C
    Zeghal, M
    Sharp, MK
    PROCEEDINGS OF THE FIFTEENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING VOLS 1-3, 2001, : 227 - 230
  • [42] Implementation of a large deformation finite element modelling technique for seismic slope stability analyses
    Wang, Chen
    Hawlader, Bipul
    Islam, Naveel
    Soga, Kenichi
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 127
  • [43] Effect of Seismic Permanent Deformation on Safety and Stability of Earth-Rock Dam Slope
    戚蓝
    陈启振
    蔡建成
    Transactions of Tianjin University, 2015, (02) : 167 - 171
  • [44] Valley Deformation and Slope Seismic Analysis near Tail Water Outlet of a Hydropower Station
    Zhang, Xu
    Zhou, Shaowu
    Lin, Peng
    Qiao, Yu
    Zhang, Cheng
    4TH INTERNATIONAL CONFERENCE ON ADVANCES IN ENERGY RESOURCES AND ENVIRONMENT ENGINEERING, 2019, 237
  • [45] Uncertainty Evaluation in Slope Failure using Centrifuge Model Tests
    Shuku, Takayuki
    Nishimura, Shin-ichi
    Yoshida, Ikumasa
    GEOTECHNICAL SAFETY AND RISK V, 2015, : 353 - 357
  • [46] The effects of earth model uncertainty on the inversion of seismic data for seismic source functions
    Poppeliers, Christian
    Preston, Leiph
    GEOPHYSICAL JOURNAL INTERNATIONAL, 2021, 224 (01) : 100 - 120
  • [47] Uncertainty in QSAR Predictions
    Sahlin, Ullrika
    ATLA-ALTERNATIVES TO LABORATORY ANIMALS, 2013, 41 (01): : 111 - 125
  • [48] Model Selection and Uncertainty Quantification of Seismic Fragility Functions
    Pena, Francisco
    Bilionis, Ilias
    Dyke, Shirley
    ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING, 2019, 5 (03)
  • [49] DEVELOPMENT OF DEFORMATION TEXTURES IN POLYCRYSTALLINE COPPER EXPERIMENTS AND MODEL PREDICTIONS
    NAAMAN, H
    TALREJA, R
    JENSEN, DJ
    HANSEN, N
    TEXTURES AND MICROSTRUCTURES, 1987, 7 (02): : 149 - 170
  • [50] Shaking table model test on slope dynamic deformation and failure
    Liu Han-xiang
    Xu Qiang
    Xu Hong-biao
    Zou Wei
    ROCK AND SOIL MECHANICS, 2011, 32 : 334 - 339