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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 73
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 4, November 2014
  4. Contribution to the study of the landslide of the city of Tigzirt (Algeria)
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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 73, Issue 4, November 2014
The 2012 Hans Cloos lecture: physicochemical theory of effective stress in soils
Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
Erratum to: Regression analyses for the minimum intensity-duration conditions of continuous rainfall for mudflows triggering in Yan’an, northern Shaanxi (China)
Analyzing the stability of a failing rock slope for suggesting suitable mitigation measure: a case study from the Theng rockslide, Sikkim Himalayas, India
A new water–sediment separation structure for debris flow defense and its model test
A new geological model for Spriana landslide
Contribution to the study of the landslide of the city of Tigzirt (Algeria)
Effect of the combination characteristics of rock structural plane on the stability of a rock-mass slope
A coupled slope cutting—a prolonged rainfall-induced loess landslide: a 17 October 2011 case study
FEM application to loess slope excavation and support: case study of Dong Loutian coal bunker, Shuozhou, China
Water stability mechanism of silicification grouted loess
Preliminary analysis of spatial development of karst using a geostatistical simulation approach
The effect of different types of water on the swelling behaviour of expansive clays
Chemical analysis and X-ray diffraction assessment of stabilized expansive soils
Stiffness parameters of municipal solid waste
Study on the permeability evolution law and the micro-mechanism of CCL in a landfill final cover under the dry-wet cycle
Towards a multi-faceted Vadose Zone Assessment Protocol: cemetery guidelines and application to a burial site located near a seasonal wetland (Pretoria, South Africa)
Utilization of an underground mining evaluation map incorporating the effect of landslides and surface flooding for land-use purpose
V S profile: measured versus empirical correlations—a Lower Tagus river valley example
Developing cation exchange capacity and soil index properties relationships using a neuro-fuzzy approach
The characteristics of deformation and failure of coal seam floor due to mining in Xinmi coal field in China
Block caving-induced strata movement and associated surface subsidence: a numerical study based on a demonstration model
Defining the suitability of new crushed rock aggregate source areas in the North of Kocaeli Province using GIS
Flyrock in bench blasting: a comprehensive review
Influence of depth and geological structure on the transmission of blast vibrations
Resistivity mapping as a tool for identification and characterisation of weakness zones in crystalline bedrock: definition and testing of an interpretational model
Modifications to the GSI for granite in drilling
Mineralogical and geotechnical characterization of swelling marly clays of the Medea region of Algeria
Influence of petrographic characteristics on physico-mechanical properties of ultrabasic rocks from central Greece
Application of computerized tomographic scanning to the study of water-induced weakening of mudstone
Geological and geotechnical observations from the Niagara Tunnel Project
Granite plates as structural slabs in Brazilian buildings: application of reliability concepts
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 3, August 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 2, May 2014
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 73, Issue 1, February 2014
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 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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Contribution to the study of the landslide of the city of Tigzirt (Algeria)

Content Provider Springer Nature Link
Author Guirous, Lydia Dubois, Laurent Melbouci, Bachir
Copyright Year 2014
Abstract Le présent article constitue une contribution à l’étude des causes, à la caractérisation et à la modélisation numérique aux éléments finis du glissement de terrain affectant le versant côtier au bord de la mer Méditerranée à proximité du centre-ville de Tigzirt (Algérie). Ce versant est caractérisé par une pente relativement faible (de 13° à 15°), composée de deux formations géologiques principales (un substratum marneux surmonté par des dépôts quaternaires récents). Plusieurs facteurs ont agi conjointement et expliquent l’activité du glissement de terrain de Tigzirt: il s’agit de l’effet des contextes géologique, morphologique et hydrogéologique du site combiné à des facteurs déclenchant d’origines diverses (anthropiques, climatiques et sismiques). Le glissement de terrain est caractérisé par une surface de rupture plane qui mobilise un mécanisme de déformation global en translation vers la mer.This article is a contribution to the study of the causes, characterization, and numerical modeling, using finite elements, of the landslide affecting the coastal slope at the edge of the Mediterranean Sea near the city center of Tigzirt (Algeria). This slope is characterized by a relatively low inclination (13°–15°) and composed of two main geological formations (marly bedrock overlain by recent Quaternary deposits). Several factors have acted jointly and explain the activity of Tigzirt landslide: it is the effect of geological, morphological, and hydrogeological site contexts combined to triggering factors of various origins (human, climatic, and seismic). The landslide is characterized by a planar failure surface, which involves a global translational deformation towards the sea.
Starting Page 971
Ending Page 986
Page Count 16
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 73
Issue Number 4
e-ISSN 14359537
Language English
Publisher Springer Berlin Heidelberg
Publisher Date 2014-05-25
Publisher Place Berlin, Heidelberg
Access Restriction One Nation One Subscription (ONOS)
Subject Keyword Landslide Causes Mechanism Numerical modeling Coastal slope Marl Geotechnical Engineering & Applied Earth Sciences Geoengineering, Foundations, Hydraulics Geoecology/Natural Processes Nature Conservation
Content Type Text
Resource Type Article
Subject Geology Geotechnical Engineering and Engineering Geology
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