国立研究開発法人土木研究所

論文・刊行物検索

利用者の方へ

詳細情報

論文投稿 NEW EXTERIOR DEFORMATION MONITORING METHOD FOR EMBANKMENT DAMS USING SYNTHETIC APERTURE RADAR

作成年度 2013 年度
論文名 NEW EXTERIOR DEFORMATION MONITORING METHOD FOR EMBANKMENT DAMS USING SYNTHETIC APERTURE RADAR
論文名(和訳)
論文副題
発表会
誌名 ICOLD
巻・号・回
発表年月日 2013/08/01
所属研究室/機関名 著者名(英名)
Dam and Appurtenant Structures Research TeamHiroyuki SATO
Dam and Appurtenant Structures Research TeamToshihide KOBORI
Dam and Appurtenant Structures Research TeamTakashi SASAKI
抄録
Because the number of dams that have behaved stable over an extended period, the exterior deformation measurement of embankment dams for the safety management often runs into difficulties due to time-consuming surveying procedures and high labor costs. Moreover, during an emergency such as a large earthquake, it is difficult to secure adequate surveyors in a disaster area to carry out temporary inspections, and taking measurements of exterior deformation in such a state of disaster presents a potential risk on the safety for workers. For these reasons, there is a strong demand for a means of conducting a rapid and safe measurement of the exterior deformation of embankment dams. In this paper, on the basis of data collected by Synthetic Aperture Radar (SAR) satellite, a basic examination was carried out regarding the applicability of Interferometric SAR (InSAR) to the exterior deformation measurement of embankment dams. No measurement facilities are needed for SAR, and it results in cost reduction of data acquisition for exterior deformation measurement of embankment dams. Exterior deformation of a rockfill dam with a height of 66 m was measured by InSAR using single pair analysis and time-series analysis during about four years just after the completion. The results by InSAR were compared with those by GPS, and we confirmed the tendency of settlement of a dam body was well reproduced.
ページの先頭へ

この画面を閉じる

Copyright (C) 2022 Independent Administrative Institution Public Works Research Institute