A two-dimensional approach to quantify stratigraphic uncertainty from borehole data using non-homogeneous random fields

被引:11
作者
Cardenas, Ibsen Chivata [1 ]
机构
[1] Univ Stavanger, Dept Safety Econ & Planning, N-4036 Stavanger, Norway
关键词
Stratigraphic uncertainty; Uncertainty quantification; Non -homogeneous random field; CHAIN RANDOM-FIELDS; MARKOV; SIMULATION; SLOPE; PRESERVATION; VARIABILITY; PROBABILITY; PRINCIPLE;
D O I
10.1016/j.enggeo.2023.107001
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In many instances, conditions in the subsurface are highly variable, while site investigations only provide sparse measurements. Consequently, subsurface models are usually inaccurate. These characteristics reflect uncertainty and mean significant engineering and environmental hazards. Such uncertainty should be quantified, in order, ultimately, to be reduced. To this end, in this paper, a new two-dimensional approach to quantify stratigraphic uncertainty is proposed and described. The approach is based on non-homogeneous random fields and considers categorical quantities to represent geological structures. Unlike other reported approaches in related literature, we provide evidence on the usefulness of the approach to: (i) comprehensively explore the many diverse and potential geological structures' configurations to exhaust uncertainty quantification; (ii) facilitate the representation of non-homogeneous fields in a computational inexpensive fashion; and (iii) ameliorate the complication of producing spatial Markov chains or Bayesian models to quantify uncertainty using finite difference equations. The proposed approach is demonstrated using a case analysis.
引用
收藏
页数:14
相关论文
共 44 条
[1]  
Bensi M, 2011, STRUCT SAF, V33, P317
[2]  
BESAG J, 1974, J ROY STAT SOC B MET, V36, P192
[3]   Quantifying spatial uncertainty in rock through geostatistical integration of borehole data and a geologist's cross-section [J].
Boyd, D. Lane ;
Walton, Gabriel ;
Trainor-Guitton, Whitney .
ENGINEERING GEOLOGY, 2019, 260
[4]   A note on the principle of preservation of probability and probability density evolution equation [J].
Chen, Jian-Bing ;
Li, Jie .
PROBABILISTIC ENGINEERING MECHANICS, 2009, 24 (01) :51-59
[5]   Risk assessment of slope failure considering the variability in soil properties [J].
Cheng, Hongzhan ;
Chen, Jian ;
Chen, Renpeng ;
Chen, Guoliang ;
Zhong, Yu .
COMPUTERS AND GEOTECHNICS, 2018, 103 :61-72
[6]  
Deng Z., 2019, P 7 INT S GEOTECHNIC
[7]   Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters [J].
Deng, Zhi-Ping ;
Li, Dian-Qing ;
Qi, Xiao-Hui ;
Cao, Zi-Jun ;
Phoon, Kok-Kwang .
COMPUTERS AND GEOTECHNICS, 2017, 92 :121-131
[8]   A Markov chain model for subsurface characterization: Theory and applications [J].
Elfeki, A ;
Dekking, M .
MATHEMATICAL GEOLOGY, 2001, 33 (05) :569-589
[9]   A geostatistical implicit modeling framework for uncertainty quantification of 3D geo-domain boundaries: Application to lithological domains from a porphyry copper deposit [J].
Fouedjio, Francky ;
Scheidt, Celine ;
Yang, Liang ;
Achtziger-Zupancic, Peter ;
Caers, Jef .
COMPUTERS & GEOSCIENCES, 2021, 157
[10]   STOCHASTIC RELAXATION, GIBBS DISTRIBUTIONS, AND THE BAYESIAN RESTORATION OF IMAGES [J].
GEMAN, S ;
GEMAN, D .
IEEE TRANSACTIONS ON PATTERN ANALYSIS AND MACHINE INTELLIGENCE, 1984, 6 (06) :721-741