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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 64
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64, Issue 4, December 2005
  4. Complex landslide in the Rječina valley (Croatia): origin and sliding mechanism
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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 64, Issue 4, December 2005
Geomorphological mapping for route selection and road construction at lower Kihansi in Tanzania
Evaluation of waste embankment slope stability: Valea Manastirii, Gorj, Romania
Determining actual LNAPL plume thickness: review and case study in a fractured aquifer
Complex landslide in the Rječina valley (Croatia): origin and sliding mechanism
Effect of weathering on the geomechanical properties of the Miocene basalts in Malatya, Eastern Turkey
Effect of time on the stress–strain behaviour of a single rock joint
Weathering mechanism of the Cretaceous argillaceous siltstone caverns, Longyou, China
Quality assessment of a geologically heterogeneous rock quarry in Pirkanmaa county, southern Finland
Physical and mechanical properties of rock masses at Stromboli: a dataset for volcano instability evaluation
Engineering geological assessment of the Diyarbakir solid waste landfill site (SE Turkey)
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64, Issue 3, August 2005
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64, Issue 2, June 2005
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 64, Issue 1, April 2005
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 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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Complex landslide in the Rječina valley (Croatia): origin and sliding mechanism

Content Provider Springer Nature Link
Author Benac, Čedomir Arbanas, Željko Jurak, Vladimir Oštrić, Maja Ožanić, Nevenka
Copyright Year 2005
Abstract This paper discusses the development of the Grohovo landslide on the north-eastern slope of the Rječina valley, the largest active landslide along the Croatian part of the Adriatic Sea coast. This complex retrogressive landslide was reactivated in December 1996. Thirteen separate slide bodies have been identified. The slide surface is considered to be on the upper flysch bedrock. Monitoring indicated that the magnitude of displacements was very different in time and space. The maximum movements were recorded on the upper part of the slope. The limestone mega-block and separated rocky blocks on top of the slope have also moved, which is not a typical phenomenon of the flysch slopes in the area of Rijeka.L’article décrit l’évolution du glissement de Grohovo, sur les pentes nord-est de la vallée de Rjecina. Il s’agit du plus important glissement actif le long de la partie croate de la côte adriatique. Ce glissement complexe, en évolution régressive, a été réactivé en décembre 1996. Treize unités disjointes en rupture ont été identifiées. La surface de glissement est supposée se situer au contact du flysch supérieur constituant le substratum. L’instrumentation mise en place a montré la diversité dans le temps et l’espace des valeurs de déplacements. Les mouvements les plus importants ont été enregistrés en partie supérieure de la pente. Une importante masse rocheuse calcaire et des blocs isolés au sommet de la pente se sont aussi déplacés, ce qui ne correspond pas à des phénomènes typiques sur les pentes de flysch de la région de Rjeka.
Starting Page 361
Ending Page 371
Page Count 11
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 64
Issue Number 4
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2005-11-10
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Landslide Rockfall Mass movements Flysch Monitoring Nature Conservation Geoecology/Natural Processes Structural Foundations, Hydraulic Engineering Applied Geosciences
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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