All of the samples for the<br>triaxial test prepared prepared in in a loose state with a very similar<br>initial void ratios (-0.72), the Portland cement (strong<br>cementation and um-cemented (cementing) sand<br>samples exhibited responses. The IngE<br>Aegit of cementin the Portland cement sand can<br>markedly augmented the strength and enhance the associate<br>strain-softening response. The shear banding<br>the mode is notice isd
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