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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. A laboratory study on reducing the quantity of rock fines at failure: application to rock blasting and crushing
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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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A laboratory study on reducing the quantity of rock fines at failure: application to rock blasting and crushing

Content Provider Springer Nature Link
Author Bohloli, Bahman Gustafson, Gunnar Ronge, Bo
Copyright Year 2001
Abstract This paper presents laboratory work to determine whether decreasing the strength of rock through water-saturating the specimens can reduce the amount of generated fines at failure. Three types of rocks were tested using the indirect tensile (Brazilian) test. The samples were randomly divided into two groups of gneiss, diorite and diabase (dolerite), one group of each rock type being tested in dry and the other in saturated conditions. The results indicated that the dry samples produced both higher tensile strength values and more fines than the saturated specimens. Cet article présente un travail de laboratoire visant à déterminer si la diminution de résistance d’une roche, obtenue par saturation, permet de réduire la quantité de poussières produites à la rupture. Trois types de roches ont été testés à l’aide de l’essai de traction indirecte (essai brésilien). Des échantillons de gneiss, diorite et diabase (dolérite) ont été partagés en deux groupes, ceux du premier groupe étant testés en conditions sèches, ceux du deuxième groupe en conditions saturées. Les résultats ont montré que les échantillons secs présentaient des valeurs de résistance à la traction plus importantes et produisaient plus de fines que les échantillons saturés.
Starting Page 271
Ending Page 276
Page Count 6
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 2001-07-11
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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