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Assessing the reliability of non-destructive and moderately invasive techniques for the evaluation of uniaxial compressive strength of stone masonry units
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文摘

UPV and Schmidt Hammer were used as NDTs for strength estimation of building stones.

Reliability in the stone strength assessment by the use of microcores was studied.

Regression analysis and analysis of variability of the results were performed.

UPV gives the best results in detecting strength variation among blocks.

Results evidence some limits in the use of Schmidt Hammer and test on microcores.

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