YANG Zhi-yong, DING Yu-chao, LENG Zhen-dong, et al. Three-dimensional probabilistic reconstruction of sparse measurement site based on a big data assimilation technique[J]. 2025, 46(6): 1881-1896.
DOI:
YANG Zhi-yong, DING Yu-chao, LENG Zhen-dong, et al. Three-dimensional probabilistic reconstruction of sparse measurement site based on a big data assimilation technique[J]. 2025, 46(6): 1881-1896.DOI: 10.16285/j.rsm.2024.1074.
Three-dimensional probabilistic reconstruction of sparse measurement site based on a big data assimilation technique
Site investigation data are often sparse due to limited project budgets. Using sparse site investigation data to quantify soil parameter inevitably results in significant statistical uncertainties. Meanwhile
the soil parameter database is expanding rapidly due to advancements in geotechnical investigation equipment and information technology. Effectively utilizing the big data in the soil parameter database to quantify soil parameter uncertainties at three-dimensional sparse measurement sites remains a challenging problem. This study proposes a big data assimilation technique to effectively quantify soil parameter uncertainties at three-dimensional sparse measurement sites. The proposed method first constructs a probability distribution model of soil parameters using limited sparse site investigation data. This model considers the autocorrelation of soil data in both horizontal and vertical directions across different soundings. Secondly
a probability distribution model based on the soil parameter database is constructed using Gibbs sampler. Based on the two probability distribution models
the hybrid Bayesian theory is employed to integrate the statistical information of the big data into the site-specific data. A hybrid probability model of soil parameters for the sparse measurement site is derived after assimilating the big data. The incomplete borehole data are simulated to be complete data that satisfy the lattice structure using the hybrid probability density function. The proposed method uses Kronecker product to decompose the large autocorrelation matrix and achieves the efficient reconstruction of the 3D site. Finally
the proposed method is demonstrated using a simulated virtual site and a site in Texas
USA. Results indicate that the proposed method effectively utilizes geotechnical big data. Assimilating geotechnical big data significantly reduces soil parameter uncertainties at three-dimensional sparse measurement sites. The proposed method provides a valuable tool for quantifying soil parameter uncertainties at sparse measurement sites.
Probability density function estimation of geotechnical parameters considering the three-dimensional spatial variability based on multi-source site investigation data
A combined indicator-ordinary Kriging method for estimating thicknesses of discontinuous geological strata
Spatial variability of geomechanical parameter estimation via ensemble kalman filter
Slope stability analysis based on the blind data theory
Uncertainty of in-situ slide zone soil shear test condition and shear strength parameters estimation based on BP network
Related Author
YIN Cheng-chuan
NIE Jia-yan
LI Xue-you
QI Xiao-hui
YANG Zhi-yong
ZHANG Zhen-yuan
LI Xiao-jun
ZHOU Hui
Related Institution
School of Civil Engineering, Tsinghua University
Department of Mechanical and Construction Engineering, Northumbria University, Newcastle Upon Tyne
Changchun City Urban and Rural Construction Committee
Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University