4.7 Article

An efficient model to estimate the soil profile and stratigraphic uncertainty quantification

Journal

ENGINEERING GEOLOGY
Volume 315, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.enggeo.2023.107025

Keywords

GR-MC; Stratigraphy; Uncertainty quantification; General regression neural network; Markov chain

Ask authors/readers for more resources

Comprehensive geological information is crucial for underground construction and under-water infrastructure. This study proposed a new algorithm called General Regression-Markov Chain (GR-MC) to reproduce the characteristics of underground stratification based on rare borehole information. The algorithm combines the general regression neural network method and the Markov chain method to evaluate the geological variation and change in soil types. The results showed that the GR-MC algorithm is computationally efficient and robust, and can effectively predict the geological model using only the coordinates as inputs.
Comprehensive geological information is very important and needed in underground construction and under-water infrastructure. However, it is quite difficult to reveal the configuration of different soil features of un-derground with sparsely measured data. In this study, a new algorithm named General Regression-Markov Chain (GR-MC) was proposed by coupling the general regression neural network and the Markov chain method together to reproduce the characteristics of underground stratification based on rare borehole information. The general regression neural network method was introduced to evaluate the geological variation along the inclined orientation, while the Markov chain method was applied to examine the change in soil types along the depth. The spatial coordinates of the treated construction site were designed as the input variables, while a vector including the probability information of different soil types was set as the output. The proposed GR-MC method is very intuitive and can be efficiently implemented to predict the geological model using only the coordinates as inputs. Moreover, the proposed method can be smoothly extended into a three-dimensional case with low computational resources. Compared to the existing methods, the proposed GR-MC algorithm is computationally efficient and robust. Three cases from real practice were evaluated and the calculated results were consistent with the known borehole information. Besides, the stratigraphic uncertainty was quantified based on information entropy theory. The results can visually reveal the zones of the estimated soil profile with relatively large uncertainty. The practical application is that possible additional borehole locations were identified to reduce the stratigraphic uncertainty of a construction site.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available