TY - GEN
T1 - Simulation of random field samples directly from sparse measurements using Bayesian compressive sampling and Karhunen-Loève expansion
AU - Hu, Yue
AU - Wang, Yu
AU - Zhao, Tengyuan
N1 - Full text of this publication does not contain sufficient affiliation information. With consent from the author(s) concerned, the Research Unit(s) information for this record is based on the existing academic department affiliation of the author(s).
PY - 2019/5
Y1 - 2019/5
N2 - Geotechnical materials (e.g., soils and rocks) are natural materials, and they are affected by many spatially varying factors during the geological process, such as properties of their parent materials, weathering and erosion processes, transportation agents, and sedimentation conditions. Geotechnical data therefore exhibit spatial variability, and to some extent, are unique in every site. In recent years, random field has been increasingly used to model spatial variability of geotechnical data. In conventional frequentist approach, measurement data at a specific site are used to estimate random field parameters, such as mean and standard deviation, as well as parameters (e.g., correlation length) of a pre-determined parametric form of correlation function (e.g., an exponential correlation function). Estimation of these random field parameters, particularly the correlation length, and selection of the suitable parametric form of correlation function generally require extensive measurements from a specific site, which are generally not available in geotechnical engineering practice. This paper presents a random field generator that is able to simulate random field samples directly from sparse measurements, bypassing the difficulty in the estimation of correlation function and its parameters. The proposed generator is based on Bayesian compressive sensing/sampling and Karhunen-Loève expansion. The proposed method is illustrated and validated using simulated geotechnical data. It is also compared with the conventional random field models. The results show that the proposed generator can rationally simulate the geotechnical spatial variability at a specific site from sparse measurements.
AB - Geotechnical materials (e.g., soils and rocks) are natural materials, and they are affected by many spatially varying factors during the geological process, such as properties of their parent materials, weathering and erosion processes, transportation agents, and sedimentation conditions. Geotechnical data therefore exhibit spatial variability, and to some extent, are unique in every site. In recent years, random field has been increasingly used to model spatial variability of geotechnical data. In conventional frequentist approach, measurement data at a specific site are used to estimate random field parameters, such as mean and standard deviation, as well as parameters (e.g., correlation length) of a pre-determined parametric form of correlation function (e.g., an exponential correlation function). Estimation of these random field parameters, particularly the correlation length, and selection of the suitable parametric form of correlation function generally require extensive measurements from a specific site, which are generally not available in geotechnical engineering practice. This paper presents a random field generator that is able to simulate random field samples directly from sparse measurements, bypassing the difficulty in the estimation of correlation function and its parameters. The proposed generator is based on Bayesian compressive sensing/sampling and Karhunen-Loève expansion. The proposed method is illustrated and validated using simulated geotechnical data. It is also compared with the conventional random field models. The results show that the proposed generator can rationally simulate the geotechnical spatial variability at a specific site from sparse measurements.
KW - Bayesian method
KW - Compressed sensing
KW - Random field
KW - Site characterization
UR - https://www.scopus.com/pages/publications/85126508071
UR - https://www.scopus.com/record/pubmetrics.uri?eid=2-s2.0-85126508071&origin=recordpage
U2 - 10.22725/ICASP13.167
DO - 10.22725/ICASP13.167
M3 - RGC 32 - Refereed conference paper (with host publication)
T3 - International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP
BT - 13th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP 2019)
PB - Seoul National University
T2 - 13th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP 2019)
Y2 - 26 May 2019 through 30 May 2019
ER -