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Keywords:
geotechnical engineering
Yi, Y., Li, C., Liu, S. & Al-Tabbaa, A. (2014). Resistance of MgO–GGBS and CS–GGBS stabilised marine soft clays to sodium sulfate attack. Géotechnique 64, No. 8, 673–679, http://dx.doi.org/10.1680/geot.14.T.012. The labels in Fig. 1(a) and the Y-axis labels in Fig. 4(b) were incorrect; the corrected figures appear below.
Fig. 1
Photographs of PC specimens exposed to sodium sulfate for: (a) 30 days and (b) 90 days
Fig. 1
Photographs of PC specimens exposed to sodium sulfate for: (a) 30 days and (b) 90 days
Fig. 4
Unconfined compressive strength of stabilised clays with (a) 20% and (b) 30% binder contents
Fig. 4
Unconfined compressive strength of stabilised clays with (a) 20% and (b) 30% binder contents
© 2015 Thomas Telford Ltd
2015


