An algorithm for generating spatially correlated random fields using Cholesky decomposition and ordinary kriging

被引:13
作者
Yang, Yang [1 ]
Wang, Pengfei [2 ]
Brandenberg, Scott J. [3 ]
机构
[1] Temple Univ, Dept Civil & Environm Engn, Philadelphia, PA 19122 USA
[2] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
[3] Univ Calif Los Angeles, Dept Civil & Environm Engn, Los Angeles, CA 90095 USA
关键词
BEARING-CAPACITY; SOIL; RELIABILITY;
D O I
10.1016/j.compgeo.2022.104783
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Spatially correlated random field realizations are often required in geotechnical applications. Examples include (1) modeling soil inherent variability and (2) representing earthquake ground motion demands on a spatially distributed system. These random fields must often be densely sampled to accurately model the problem at hand, posing a challenge to algorithms commonly used to compute random field realizations. Spacing of sampling points is often small compared with the scale of fluctuation of the random field, presenting the possibility for computational efficiency by combining traditional realization techniques with interpolation techniques. This paper presents a Python package in which Cholesky decomposition of the covariance matrix is utilized to generate a random field realization for a subset of sampling points that is adequately densely spaced, while ordinary kriging is used to interpolate the random field at the remaining sampling points. The algorithm exhibits linear computational complexity whereas Cholesky decomposition exhibits cubic complexity. Nodes sampled for Cholesky decomposition must have at least 4 sampling points per effective wavelength of the random field to maintain the desired covariance between interpolated sampling points.
引用
收藏
页数:8
相关论文
共 33 条
[1]  
[Anonymous], 2021, ISSMGE-TC304, DOI DOI 10.53243/R0001
[2]  
[Anonymous], 2010, Random fields: analysis and synthesis, DOI 10.1142/5807
[3]  
Bachmann P., 1894, ANALYTISCHE ZAHLENTH, V2
[4]   Nonlinear deformation analyses of an embankment dam on a spatially variable liquefiable deposit [J].
Boulanger, Ross W. ;
Montgomery, Jack .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2016, 91 :222-233
[5]  
Brandenberg S., 2021, UCLA GEOTECH TOOLS S, DOI 10.5281/zenodo.5621169
[6]   Fast and exact simulation of Gaussian random fields defined on the sphere cross time [J].
Cuevas, Francisco ;
Allard, Denis ;
Porcu, Emilio .
STATISTICS AND COMPUTING, 2020, 30 (01) :187-194
[7]   The Sequential Generation of Gaussian Random Fields for Applications in the Geospatial Sciences [J].
Dolloff, John ;
Doucette, Peter .
ISPRS INTERNATIONAL JOURNAL OF GEO-INFORMATION, 2014, 3 (02) :817-852
[8]   Modeling of cyclic mobility in saturated cohesionless soils [J].
Elgamal, A ;
Yang, ZH ;
Parra, E ;
Ragheb, A .
INTERNATIONAL JOURNAL OF PLASTICITY, 2003, 19 (06) :883-905
[9]   An overview of soil heterogeneity: quantification and implications on geotechnical field problems [J].
Elkateb, T ;
Chalaturnyk, R ;
Robertson, PK .
CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (01) :1-15
[10]   Bearing-capacity prediction of spatially random c-φ soils [J].
Fenton, GA ;
Griffiths, DV .
CANADIAN GEOTECHNICAL JOURNAL, 2003, 40 (01) :54-65