Comparative study of conditional methods in slope reliability evaluation

被引:14
作者
Huang, L. [1 ,2 ]
Zhang, Y. [2 ]
Lo, M. K. [3 ]
Cheng, Y. M. [4 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[2] Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
[3] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore, Singapore
[4] Qingdao Univ Technol, Sch Civil Engn, Qingdao, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Soil spatial variability; Conditional random field; Sobol' index; Slope reliability evaluation; Anisotropic spatial variation of soils; SHEAR-STRENGTH PARAMETERS; STABILITY ANALYSIS; RANDOM-FIELD; SPATIAL VARIABILITY; SOIL; FAILURE; HETEROGENEITY; UNCERTAINTY; SIMULATION; REDUCTION;
D O I
10.1016/j.compgeo.2020.103762
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper investigates the performances of three conditional methods in slope reliability evaluation with spatially variable soils, considering various sampling strategies and rotated transverse anisotropy. The first method is based on conditional random field (RF) (i.e., conditional RF model 1), where the fluctuation component of the RF model is simulated using Kriging interpolation. The second method is also based on conditional RF (i.e., conditional RF model 2), where matrix decomposition is implemented on the conditional autocorrelation matrix. The third method originates from Sobol' index formulation, which is extended to enable the use of correlated input random variables. When sample points are distributed sparsely or near strata orientation, conditional RF model 1 would produce significantly smaller magnitude of uncertainty reduction and reliability index (beta) than those by other conditional methods. Also, in these situations, the standard deviation of factor of safety (FS) after conditioning by conditional RF model 1 may be larger than the unconditional standard deviation of FS. This is unexpected in slope reliability evaluation. Besides, beta by conditional RF simulation methods for reverse slopes may be smaller than that for dip slopes, which is against engineering experiences, while this issue cannot be found when using unconditional RF.
引用
收藏
页数:13
相关论文
共 42 条
[1]   An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis [J].
Blatman, Geraud ;
Sudret, Bruno .
PROBABILISTIC ENGINEERING MECHANICS, 2010, 25 (02) :183-197
[2]   Probabilistic Assessment of Slope Stability That Considers the Spatial Variability of Soil Properties [J].
Cho, Sung Eun .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2010, 136 (07) :975-984
[3]   AN ALGORITHM FOR MACHINE CALCULATION OF COMPLEX FOURIER SERIES [J].
COOLEY, JW ;
TUKEY, JW .
MATHEMATICS OF COMPUTATION, 1965, 19 (90) :297-&
[4]  
Cressie N., 1993, Statistics for Spatial Data, DOI DOI 10.1002/9781119115151
[5]   Probabilistic slope stability analysis for practice [J].
El-Ramly, H ;
Morgenstern, NR ;
Cruden, DM .
CANADIAN GEOTECHNICAL JOURNAL, 2002, 39 (03) :665-683
[6]   SIMULATION OF RANDOM-FIELDS VIA LOCAL AVERAGE SUBDIVISION [J].
FENTON, GA ;
VANMARCKE, EH .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1990, 116 (08) :1733-1749
[7]   Conditional LAS stochastic simulation of regionalized variables in random fields [J].
Frimpong, S ;
Achireko, PK .
COMPUTATIONAL GEOSCIENCES, 1998, 2 (01) :37-45
[8]  
GEO-SLOPE, 2012, Contminant modelling with CTRAN/W
[9]   Influence of Spatial Variability on Slope Reliability Using 2-D Random Fields [J].
Griffiths, D. V. ;
Huang, Jinsong ;
Fenton, Gordon A. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2009, 135 (10) :1367-1378
[10]   On the reliability of earth slopes in three dimensions [J].
Griffiths, D. V. ;
Huang, Jinsong ;
Fenton, Gordon A. .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2009, 465 (2110) :3145-3164