Field Reconnaissance:
17 November 2004
Landslides east of
Ellen Rathje, Randy Jibson, Keith
Kelson,
GEER Beyond Reconnaissance Team
The largest density of landslides
occurred to the east and south of the town of

Fig.
1. Satellite image of reconnaissance
route and locations of Figures 2 through 28 (satellite image courtesy of
DigitalGlobe, imagery acquired 24 October 2004).

Fig.
2. Landslide at west portal of tunnel on
Road 24 (37.3291N, 138.895E).
Road had
been covered by landslide debris and was being cleared at this time.

Fig.
3. View upslope of landslide at west
portal of tunnel (37.3291N, 138.895E)

Fig. 3b. Side scarp of landslide above west portal of tunnel
(37.3291N, 138.895E)

Fig. 3c. Ridge-top
cracking along ridge-top road close to top of landslide. Note the damage starts
where the road enters ridge from a flat.

Fig. 3d. Close-up of
severe damage to a concrete road at the crest of the ridge.

Fig. 3e. Landslide
debris buried several automobiles. (37.3291N, 138.895E)

Fig.
4. Landslide debris also blocked west
portal of tunnel (37.3291N, 138.895E)

Fig.
5. Landslide-blocked west portal of
tunnel (37.329N, 138.895E)

Fig.
6. Damage to east portal of tunnel (37.329N,
138.903E). Within the tunnel, the base near
the east portal experienced significant heave.

Fig 7. Failure of road fill spanning swale
immediately east of tunnel (37.329N, 138.903E)

Fig.
8. Failure of steep slopes (37.329N,
138.912E)

Fig.
9. Lateral spread deformation in
terraced rice patty (37.329N, 138.909E)

Fig.
10. Deep seated landslide failure (37.3267N,
138.913E)
Fig.
11. Failure of hillside road way fill (37.3267N,
138.910E)

Fig.
12. Close-up of failure of hillside
roadway fill. The presence of sandbags,
most likely placed before the earthquake, indicates some movement of the fill
prior to the earthquake.
(37.3267N,
138.910E)

Fig.
13. Failure of slope at edge of flat
playing field. This area may have been
constructed by flattening the top surface and end dumping fill around the edge.
(37.3267N,
138.910E)

Fig.
14. Large landslide at dairy farm
(looking south). Soil consists of weakly
cemented sandstone and pre-earthquake slope angle approximately 45 degrees.
(37.3216N,
138.910E)

Fig.
15. QuickBird satellite image (acquired
2004 October 24) of landslide at dairy farm.
Note that at this time the failure only extends to the midpoint of
structures. Previous figure shows that
landslide expanded to the southern edge of structures sometime after the
earthquake.

Fig.
16. Northern edge of landslide at Dairy Farm
(37.3216N, 138.910E)

Fig.
17. Central section of landslide at
Dairy Farm (37.3216N, 138.910E)

Fig.
18. Southern edge of landslide at Dairy
Farm on November 17, 2004
(37.3216N,
138.910E)

Fig.
19. Ground deformation behind head scarp
of landslide at Dairy Farm
(37.3216N,
138.910E)

Fig.
20. Dairy cows placed in pen to be
airlifted out by helicopter (37.3216N, 138.910E)

Fig.
21. Landslide debris and impounded
reservoir downslope from Dairy Farm
(37.3216N,
138.910E)

Fig.
22. Reservoir impounded by landslide
debris from Dairy Farm (37.3216N, 138.910E)

Fig.
23. Reservoir inundating homes upstream
from landslide debris (37.3216N, 138.910E)

Fig.
24. Large landslide that took out a
large section of road (37.3345N, 138.9125E)

Fig.
25. Landslide movement translated and
uplifted pavement (37.3345N, 138.9125E)

Fig. 26. Failed pavement at same landslide (37.3345N,
138.9125E)

Fig.27. Looking upslope at failed landslide area (37.3345N,
138.9125E)

Fig.
28. Another large landslide that took
out road and forced reconnaissance team to turn back (37.3336N, 138.9153E)