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Keywords: TRIAXIAL
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 206–223.
Published: 01 October 1997
... behaviour of the ground has been carefully monitored. The major principal strain increments in the ground around these critical excavations, using a very light support, were about 0´2% or smaller. The stiffness for a strain range from about 0´0001% to about 1´0% was evaluated by triaxial compression (TC...
