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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 58
  3. Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58, Issue 2, February 2000
  4. The residual shear strength of Neogene marly soils in the Granada and Guadix basins, southeastern Spain
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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 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 58, Issue 4, July 2000
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58, Issue 3, April 2000
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58, Issue 2, February 2000
Centrifuge simulation of light hydrocarbon spill in partially saturated Dutch Dune Sand
Reliability of landslide isopleth maps
The residual shear strength of Neogene marly soils in the Granada and Guadix basins, southeastern Spain
Limestone ash waste as a substitute for lime in soil improvement for engineering construction
Comparison of geological conditions predicted from tunnel boreholes and found in situ
Engineering geological and geophysical investigation of the reclaimed Lekki Peninsula, Lagos, South West Nigeria
Holocene till deposits in the axial Pyrenees zone: a deterministic resolution of their instability in Verdun sur Ariège (central Pyrenees, France)
Problems associated with flooding in Dakar, western Senegal: influence of geological setting and town management
Stabilisation of lateritic soils as a raw material for building blocks
Prediction of a fracture system from an excavated ditch in the central Caledonides, Sweden
Discussion : on “Determination of the shear strength of a rock mass at Baoquan Pumped Storage Power Station”, by H. Zhiquan, D. Fuchu, J. Xiaochen, W. Sijing, L. Huaye, and L. Handong, Bull Eng Geol Env (1999) 57 : 267–272
Reply : by “Determination of the shear strength of a rock mass at Baoquan Pumped Storage Power Station”, by H. Zhiquan, D. Fuchu, J. Xiaochen, W. Sijing, L. Huaye, and L. Handong, Bull Eng Geol Env (1999) 57 : 267–272
Geodiary
Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 58, Issue 1, August 1999
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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The residual shear strength of Neogene marly soils in the Granada and Guadix basins, southeastern Spain

Content Provider Springer Nature Link
Author El Amrani Paaza, N. Lamas, F. Irigaray, C. Chacón, J. Oteo, C.
Copyright Year 2000
Abstract The analysis of samples taken from the Neogene and Cretaceous marly series of the Granada and Guadix basins (south east Spain) shows an inverse correlation between the clay content and the residual friction angle. It has been verified that the carbonate fraction of the soil has a significant influence on the residual friction angle; there is a threshold of 25% carbonates, above which the value of φ′r increases from 20 to 30°. It has been proved that the presence of smectitic clay as the dominant constituent produces a low value of residual shear strength, associated with high fragility in unconsolidated undrained tests. It has been proved that the degree of compaction of the soil and therefore the initial porosity, has a direct influence on the effective residual friction angle (φ′r). L'analyse d'échantillons prélevés dans les séries marneuses du Néogène et du Crétacé des bassins de Grenade et de Guadix (sud-est de l'Espagne) montre une corrélation inverse entre la teneur en argile et l'angle de frottement résiduel. Il a été vérifié que la teneur en carbonates de ces sols a une influence significative sur l'angle de frottement résiduel ; il existe un seuil de 25% de carbonates, au-dessus duquel la valeur de φ′r augmente de 20 à 30°. Il a été prouvé que la présence de smectite comme minéral dominant de la fraction argileuse est la cause d'une faible valeur de résistance résiduelle au cisaillement, ainsi que d'une grande fragilité du matériau dans des essais non consolidés non drainés. Il a été prouvé que le degré de compacité de ces sols et, de ce fait, la porosité initiale, a une influence directe sur l'angle de frottement résiduel φ′r.
Starting Page 99
Ending Page 105
Page Count 7
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 58
Issue Number 2
e-ISSN 14359537
Language English
Publisher Springer-Verlag
Publisher Date 2000-02-22
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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