Experimental verification of time-lapse analysis method in electrical resistivity tomography for the monitoring of chemical grouting
Author:
Affiliation:
1. Okumura Corporation
2. Civil and Environmental Engineering, Tokyo Metropolitan University
Publisher
Society of Exploration Geophysicists of Japan
Subject
General Engineering
Link
https://www.jstage.jst.go.jp/article/segj/73/0/73_192/_pdf
Reference3 articles.
1. Kim J.-H., Yi M.-J., Park S.-G. and Kim J. G. (2009): 4-D inversion of DC resistivity monitoring data acquired over a dynamically changing earth model, Journal of Applied Geophysics, 68, 522-532.
2. Vauhkonen M., Karjalainen P. A. and Kaipio J. P.(1998): A Kalman Filter Approach to track fast impedance changes in electrical impedance tomography, IEEE transactions on biomedical engineering, 45, 486-493.
3. Yiheng Z., Alireza G. and Dana H. B.(2004): An analytical comparison of three spatio-temporal regularization methods for dynamic linear inverse problems in a common statistical framework, Inverse Problems, 21, 1-26.
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1. Experimental Study on Measurement and Adjustment of Grout pH in On-site Mixing Process for Gelation Time Control of Colloidal Silica Type Chemical Grout;Journal of the Society of Materials Science, Japan;2024-05-15
2. MODEL EXPERIMENTS OF REAL-TIME MONITORING OF CHEMICAL GROUTING BY ELECTRICAL RESISTIVITY TOMOGRAPHY;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2022
3. DETECTION OF THE END POINT OF THE CHANNEL IN IMPROVEMENT BODY AFTER CHEMICAL GROUTING USING ELECTRICAL RESISTIVITY MONITORING BY THE TIME-LAPSE ANALYSIS METHOD;Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering);2020
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