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Gold tailings liquefaction under critical state soil mechanics

Title
Gold tailings liquefaction under critical state soil mechanics
Type
Article in International Scientific Journal
Year
2012
Authors
J. Bedin
(Author)
Other
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F. Schnaid
(Author)
Other
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A. V. da Fonseca
(Author)
FEUP
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L. de M. Costa Filho
(Author)
Other
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Journal
Title: GeotechniqueImported from Authenticus Search for Journal Publications
Vol. 62 No. 3
Pages: 263-267
ISSN: 0016-8505
Publisher: ICE Publishing Ltd.
Scientific classification
FOS: Engineering and technology > Environmental engineering
Other information
Authenticus ID: P-002-CQ9
Abstract (EN): The results from a laboratory testing programme designed to evaluate the behaviour of gold tailings are presented, and interpreted in the critical state framework. Drained and undrained triaxial tests sheared under monotonic loading allowed the critical state line (CSL) to be established. The observed highly non-linear shape of the CSL was used to investigate the intrinsic dynamics of the monotonic undrained response of tailings, and to define the undrained instability state. This behaviour is useful in explaining the mechanics of tailings, which exhibits relatively well-defined transitions of state captured by the state parameter.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 5
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