P m C 3) N A2 () P1 A1

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1 2016 Relationship between damaged bridge and surrounding ground deformation occurred in the 2016 Kumamoto earthquake *1 *2 *3 *4 *5 *6 *7 *8 *1 Tomoyuki TAKAMI, Kenji YANO, Masashi OMATA, Keiji CHIDA, Hiroyuki TAMURA, Shuichi HASHIMOTO, Keisuke TERAKUCHI, Katsuya SENDA, Sakae MUKOYAMA JSEG Research group for disaster on KUMAMOTO OHITA ERTHQAKE 2016 Key words ) As-2 2) *1 *2*3 *4 *5 *6 *7 *8 2km Navi 500m ( 2) ) PA ARAso-2R A2Aso-2A.B

2 P m C 3) N A2 () P1 A1

3 A1P1 P1 G4 G4 70cm 50cm P1P2 A1 A2G4 P2 () P2G1 P2G4 P2G4 P2G1

4 cm (2) () (1) C 3) 2 LiDAR-DEM 2 (DEM) Mukoyama, D-GIV 3D Geomorphic Image Velocimetry mDEM mDEM a 23m 1m a

5 b 2m b 1m a b b 2m a b LiDAR-DEM LiDAR-DEM b () 6) LiDAR-DEM 100m m 10m 250m m c a b 500m a, b a,b c 6)

6 A2 P2 P1 A1 1) (2016) Navi( ) 2) ) (2016) _kumamoto/index.html 4) Sakae Mukoyama 2011 Estimation of ground deformation caused by the earthquake (M7.2) in Japan, 2008, from the geomorphic image analysis of high resolution LiDAR DEMs. Journal of Mountain Science, 8, Issue 2, pp ) 2016 (2016) _rep.pdf 6) (2016) S_CDB/ 5 500m LiDAR-DEM

N H km 10km 20km NAVI

N H km 10km 20km NAVI 28 3.1-1 28 N H28 1 2 3 4 5 5km 10km 20km 1 2 3 4 5 3.1-1 NAVI - 58 - 3.1-1 1 3 4 5 2-59 - 25km 18km 3.1-1 220 45 30 4 ASO-1 ASO-4 8 1 1) 3 320m 800m - 60 - 3.1-1 8 2010-61 - 3.1-2 - - ( ) 28 4 16 M7.3

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