A STUDY OF DEEP-SEATED LANDSLIDE AND ITS DEFORMATION BEHAVIOR DUE TO ROCK BRIDGE BY CENTRIFUGE MODEL TEST

Rock slope, which have not clearly slide before, sometimes bring about deep-seated landslide owing to external force (e.g. heavy rain fall). In the inner part of such a rock slope, the rock bridges are certainly confirmed on the actual cases of a deep-seated landslide. In this study, two cases of ce...

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Veröffentlicht in:Japanese Geotechnical Journal 2019/06/30, Vol.14(2), pp.77-93
Hauptverfasser: TOGASHI, Yota, YUASA, Tomoki, HASEGAWA, Atsushi, KAWAGOE, Takeshi, KASUYA, Yuki, YAMADA, Yuki
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Sprache:jpn
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