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  1. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
  2. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 4, November 2001
  4. Rockfall at Toyohama Tunnel, Japan, in 1996: effect of notch growth on instability of a coastal cliff
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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 76
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 75
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 74
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 72
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 71
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 70
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 69
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 68
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 67
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 66
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 65
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 63
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 61
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 4, November 2001
Application of RMR and Q geomechanical classification systems along the proposed Mujib Tunnel route, central Jordan
A laboratory study on reducing the quantity of rock fines at failure: application to rock blasting and crushing
Relationship between texture and mechanical properties of granites, central Sweden, by use of image-analysing techniques
Rockfall at Toyohama Tunnel, Japan, in 1996: effect of notch growth on instability of a coastal cliff
Geological and geotechnical characteristics of Karameh dam site, north of the Dead Sea, Jordan
Hydrochemical investigation on the clastic and carbonate aquifers of Kuwait
Stability of slopes cut in metasedimentary saprolites in Hong Kong
Brief note on the influence of shape and percentage of gravel on the shear strength of sand and gravel mixtures
Impact of Marrakech (Morocco) municipal landfill on water resources
Observations of geological engineering education in Canada
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 3, August 2001
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 2, July 2001
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 60, Issue 1, April 2001
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 59
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 57
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 55

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Rockfall at Toyohama Tunnel, Japan, in 1996: effect of notch growth on instability of a coastal cliff

Content Provider Springer Nature Link
Author Matsukura, Y.
Copyright Year 2001
Abstract This paper discusses the stability analysis undertaken on a 11,000 m3 rockfall at Toyohama Tunnel in 1996. It is considered that this rockfall resulted from slab failure caused by shearing, with the sliding plane passing through the deepest part of the notch formed at the cliff base. The slope stability analysis was carried out using Culmann's analysis and the measured properties of the Middle Miocene hyaloclastic rocks which form the cliff. It is shown that the cliff reaches a critical condition when the depth of the notch is some 2.5 m, corresponding with the approximately 2 m estimated from photographs. Cet article présente l'analyse de stabilité réalisée pour un éboulement de 11.000 m3 au tunnel de Toyohama en 1996. On considère que cet éboulement résulte d'une rupture de plaque causée par cisaillement, le plan de glissement passant par la partie la plus profonde de l'encoche formée à la base de la falaise. L'analyse de stabilité de talus a été réalisée en utilisant la méthode de Culmann et des caractéristiques mécaniques mesurées pour les roches hyaloclastiques du Miocène moyen, constituant la falaise. On montre que des conditions critiques se présentent lorsque la profondeur de l'encoche atteint 2,5 m, valeur en accord avec la profondeur de 2 m estimée d'après des photographies.
Starting Page 285
Ending Page 289
Page Count 5
File Format PDF
ISSN 14359529
Journal Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Volume Number 60
Issue Number 4
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2001-07-10
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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