Fig. 9 | Scientific Reports

Fig. 9

From: Evaluation of deterioration degree and consolidation effectiveness in sandstone and clay brick materials based on the micro-drilling resistance method

Fig. 9

Drilling resistance-depth profiles of clay brick samples after different numbers of dry and wet cycles: (a) B-1 sample after 3 cycles; (b) B-2 sample after 6 cycles; (c) B-3 sample after 9 cycles; (d) B-4 sample after 12 cycles; (e) B-5 sample after 15 cycles; and (f) comparison of samples after different numbers of deterioration cycles.

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