Undrained dynamic-loading ring-shear apparatus and its application to landslide dynamics

• Published in: Landslides 2004-03, Vol.1 (1), p.7-19
• Main Authors: Sassa, Kyoji, Fukuoka, Hiroshi, Wang, Gonghui, Ishikawa, Naohide
• Format: Article
• Language: English
• Subjects: Debris flow; Earthquakes; Emergency preparedness; Landslides; Landslides & mudslides; Seismic activity; Water pressure
• ISSN: 1612-510X; 1612-5118
• DOI: 10.1007/s10346-003-0004-y

Landslides are gravitational mass movements of rock, debris or earth. Some move very slowly, thus conforming to the field of statics, but some move rapidly. Study of the initiation and motion of rapid landslides needs to develop "Landslide Dynamics" involving dynamic loading and dynamic generation/dissipation of excess pore-water pressure. New developments in science can be facilitated by new technological advances. This study aimed to develop a new apparatus that can geotechnically simulate the formation of the shear zone and the following long and rapid shear displacement that occurs in high-velocity landslides. Professor K. Sassa and his colleagues at DPRI (Disaster Prevention Research Institute), Kyoto University, have worked to develop an undrained dynamic-loading ring-shear apparatus for this purpose. A series of different types of apparatus (DPRI-3, 4, 5, 6, 7) have been developed from 1992 to the present. This paper describes the development of this apparatus and its application to the study of earthquake-induced landslides and the latest landslide-triggered debris flow in Japan. Also, tests of the latest version (DPRI-7) with a transparent shear box for direct observation of the shear zone during a rapid shearing are described.[PUBLICATION ABSTRACT]