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CORRIGENDUM
Corrigendum: Strength and deformation properties ofNorwegian clays from laboratory tests on high-quality blocksamplesKjell Karlsrud and Francisco Gabriel Hernandez-Martinez
Ref.: Can. Geotech. J. 50(12): 1273–1293 (2013). doi:10.1139/cgj-2013-0298.
On pages 1282 and 1283, eqs. (7), (8), and (9) should read
(7)suC
�v0′ � (0.27 � 0.10w)OCR(0.58�0.33w)
(8)suE
�v0′ � (0.26w)OCR(0.86�0.30w)
(9)suD
�v0′ � (0.14 � 0.18w)OCR(0.35�0.77w)
On page 1283, Fig. 20, suC � �0.27 � 0.10w�OCR�0.58�0.33w� in the last line of the legend should readsuC
�v0′ � �0.27 � 0.10w�OCR�0.58�0.33w�.
On page 1283, Fig. 21, suE � �0.26w�OCR�0.86�0.30w� in the last line of the legend should readsuE
�v0′ � �0.26w�OCR�0.86�0.30w�.
On page 1284, Fig. 22, suD � �0.14 � 0.18w�OCR�0.35�0.77w� in the last line of the legend should readsuD
�v0′ � �0.14 � 0.18w�OCR�0.35�0.77w�.
Received 25 August 2014. Accepted 25 August 2014.
K. Karlsrud. Norwegian Geotechnical Institute, NGI, P.O. Box 3930, Oslo N-0806, Norway.F.G. Hernandez-Martinez. Norwegian Geotechnical Institute Inc. (NGI Inc.), 2000 S. Dairy Ashford, Suite 322, Houston, TX 77077, USA.Corresponding author: Kjell Karlsrud (e-mail: [email protected]).
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Can. Geotech. J. 51: 1 (2014) dx.doi.org/10.1139/cgj-2014-0357 Published at www.nrcresearchpress.com/cgj on xx xxx xxxx.
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