Indentation testing on a sensitive clay

Michael James

In the proceedings of: GeoVancouver 2016: 69th Canadian Geotechnical Conference

Session: SOIL AND TERRAIN CHARACTERIZATION - III Geotechnical Laboratory Testing

ABSTRACT: An experimental research program has been undertaken to investigate the indentation response of an overconsolidated sensitive clay from Quebec. Tests results in terms types of indenters are compared to corresponding parameters deduced from standard geotechnical tests. Clay properties and tests details are fully described in the present paper.

RÉSUMÉ: surconsolidée du Québec à es résultats des essais en termes résistance au cisaillement non drainé obtenus à sont décrits dans le présent article.

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Cite this article:
Michael James (2016) Indentation testing on a sensitive clay in GEO2016. Ottawa, Ontario: Canadian Geotechnical Society.

@article{4127_0722172646,author = Michael James,title = Indentation testing on a sensitive clay,year = 2016}