Okushiri Harbor Landslide

Conditions immediately following the slides
(Photo courtesy of the Bhosai Chishitu Kogyo)

Location
Okushi Island, Hokkaido, (42*10'N; 139*31'E).
Date of Slide
July 2, 1993
Size of Slide
Height:120m; Width: 200m; Depth: 20 to 30 m; Volume: 1.5x105m3.
Damages
Hotel Yhoyhoso and restaurant at Okushi Harbor were destroyed, and included 29 death.
Topographic and Geologic Conditions
The geology o fthe Okushi Harbor area consists of Upper Tertiary, Pliocene sandstones and pyroclastic rocks and marine terrace deposits overlying the Pliocene sediments. The terrace deposits are about 120 m high and form a cliff slope angle of 45 degrees. The geology along the scarp area consists of loose sandstone dipping to the southwest, and is overlain by volcanic breccia, tuff and tuffaceous sandstone, and volcanic conglomerate.
Mechanism of Failure and Type of Movement
Based on the aerial photographic analysis, it ispossible to interpret two separate failures: 1) bedrock slide-avalanche, and 2) debris slide. The first failure was a vertical fall and occurred at the north side. Following immediately was the second failure, which had some inclination and occurred at the south side. The direction of the second failure was verified from the orientation of the slickensides at the main scarp. finally, rock deris that was accumulated along the way failed as a secondary slide along the northern slope. Above the main scarp, the slide plane was formed along the contact between the sandstone and the overlying pyroclastic rocks.
Causes of Slide
Off shore Southwest Hokkaido Earthquake-Magnitude:7.8; Epicenter: 42*47'N; 139*12'E; Depth of epicenter: 34 km. It was estimated that the Earthquake Intensity (Japanese) was a VI at Okushiri Island; however, the earthquake ahd two separate main shocks. The initial main shock occurred northwest of the island and lasted for 20 seconds, then the second main shock moved about 100 km southward and occurred west of the island and lasted for 35 seconds. Therefore, it is possible that the first and second failures may correspond to each of the main shocks.
Mitigation Measures
Grading works; concrete retaining works; conrete crib retaining works; and grass planting works.

Conditions after the mitigation works (Photo
courtesy of Shin Gijutsu Consultants)

Pre Landslide LANDSLIDE IN JAPAN RECENT LANDSLIDE Next Landslide