Shallow Sliding Failure Prediction Model of Expansive Soil Slope Based on Gaussian Process Theory and Its Engineering Application

논문상세정보
    • 저자 Peng He Shucai Li Jie Xiao Qian-qing Zhang Fei Xu Jian Zhang
    • 제어번호 105289685
    • 학술지명 KSCE Journal of Civil Engineering
    • 권호사항 Vol. 22 No. 5 [ 2018 ]
    • 발행처 대한토목학회
    • 자료유형 학술저널
    • 수록면 1709-1719
    • 언어 English
    • 출판년도 2018
    • 등재정보 KCI등재
    • 소장기관 영남대학교 과학도서관
    • 판매처
    유사주제 논문( 0)

' Shallow Sliding Failure Prediction Model of Expansive Soil Slope Based on Gaussian Process Theory and Its Engineering Application' 의 참고문헌

  • Variational Bayesian multinomial probit regression with Gaussian process priors
  • Unified continuum/discontinuum modeling framework for slope stability assessment
  • Undisturbed samples of London Clay from the Ashford Common shaft: Strength effective normal stress relationship
  • Theory and Practice of Expansive Soil Treatment Technology
  • System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling
    Kang, F. [2015]
  • Surficial stability of compacted clay slopes
    Day, R. W. [1989]
  • Support vector machines: Their use in geotechnical engineeirng as illustrated using seismic liquefaction data
  • Stability analysis of unsaturated expansive soil slope
  • Stability analysis of slope under the condition of rainfall infiltration
    Zhou, J. [2008]
  • Some thoughts and studies on the prediction of slope stability in expansive soils
    Bao, C. G. [2000]
  • Slope stability analysis incorporating the effect of soil suction;Slope Stability
  • Rock slope stability analysis based on meshless method and shortest path algorithms
    Zhuang, X. [2008]
  • Research on analytical method of stability of expansive soil slope
    Liu, H. Q. [2010]
  • Problems Related to Expansive Soil in Engineering Constructions
    Liu, T. H. [1997]
  • Parametric study on the effect of rain infiltration on stability of unstaturated expansive soil slope
    Yao, H. L. [2002]
  • Orthogonal and uniform experimental design
    Fang, K. T. [2001]
  • Nonlinear failure envelope for soils
  • Introduction to intelligent rock mechanics
    Feng, X. T. [2000]
  • Influences of fissures on slope stability of expansive soil
    Yin, Z. Z. [2012]
  • Influence of wettingdrying cycles on strength characteristics of Nanning expansive soils
    Yang, H. P. [2014]
  • Graph theory for stability analysis of rock/soil slopes based on numerical manifold method
    Zheng, W. [2013]
  • Global sensitivity analysis of largescale numerical landslide models based on Gaussian-Process metamodeling
    Rohmer, J. [2011]
  • Gaussian process for nonlinear displacement time series prediction of landslide
    Su, G. S. [2007]
  • GPstuff: Bayesian modeling with gaussian processes
    Jarno, V. [2013]
  • Forecast analysis of monitoring data for high slopes based on three-dimensional geological information and intelligent algorithm
    Li, S. J. [2004]
  • Expansive Soil and Railway Engineering
    Liao, S. W. [1984]
  • Expansive Soil Engineering of Highway
  • Effect of graph generation on slope stability analysis based on graph theory
    Li, E. P. [2014]
  • Comparison on landslide nonlinear displacement analysis and prediction with computational intelligence approaches
    Liu, Z. B. [2014]
  • Artificial neural networks analysis of Sao Paulo subway tunnel settlement data
    Ovidio, J. [2008]
  • Analysis of stability of unsaturated soil slope due to permeation of rainwater
    Chen, S. X. [2001]
  • Analysis of nonlinear characteristics of shear strength of nanning expansive soil and its influencing factors
    Xiao, J. [2014]
  • A new approach for modelling slip lines in geological materials with cohesive models
    Rabczuk, T. [2006]