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 |
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Format: | Artikel |
Sprache: | jpn |
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