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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur : Volume 62, Issue 4, November 2003

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Some observations regarding the strength and deformability of sandstones in dry and saturated conditions

Content Provider	Springer Nature Link
Author	Vasarhelyi, B.
Copyright Year	2003
Abstract	In this paper the unconfined compressive strength (UCS), the tangent and secant Young's modulus of 35 British sandstones are analysed statistically. The results of sandstones tested in the dry and saturated states were investigated and petrophysical constants derived. Although the sandstones have different mineral contents, grain size, porosity, etc., the results show the same general characteristics. The relationship between the different petrophysical constants is examined.La résistance à la compression simple ainsi que les modules d’Young tangent et sécant de trente cinq grès britanniques sont analysés statistiquement. Les résultats relatifs à ces grès testés en conditions sèche et humide ont été analysés et des paramètres pétrophysiques en ont été déduits. Bien que ces grès présentent des compositions minéralogiques, des tailles de grains et des porosités différentes, les résultats reflètent des caractéristiques générales semblables. Les relations entre les différents paramètres pétrophysiques sont examinées.
Starting Page	245
Ending Page	249
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	62
Issue Number	3
e-ISSN	14359537
Language	English
Publisher	Springer-Verlag
Publisher Date	2003-02-20
Publisher Place	Berlin, Heidelberg
Access Restriction	One Nation One Subscription (ONOS)
Subject Keyword	Résistance à la compression simple Modules d’Young Grès Conditions sèche et humide
Content Type	Text
Resource Type	Article
Subject	Geology Geotechnical Engineering and Engineering Geology

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