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Reconnected mortar prisms.
Compressive strengths were measured by loading mortar prisms until rupture.
iii) Reconnected mortar prisms: Before treatment, dolomitic lime mortar prisms as described above had undergone a three-point bending strength measurement as described above.
As expected, these mortar prisms under identical testing conditions deteriorated severely.
Reconnected mortar prisms In a third test series mixtures of CaLoSiL-Micro, CaLoSiL E50, and hydroxypropylcellulose solutions with different water content were applied to reconnect broken dolomitic lime mortar prisms.
When removed from the moulds both Lithomex and Conserv mortar prisms were lightly rubbed with a tungsten carbide abrasive pad.
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The mortar prism samples of 40 × 40 × 160 mm in dimension were prepared and hardened for 24 h at room temperature.
The highest absolute expansion was recorded for the ARSH mortar prism which was most affected by sulfate solution and the lowest amount was recorded for ATAF cured at 40 °C and sealed condition after 6 months immersion.
Mortar prism and concrete cube specimens were tested to determine the reactivity of CMA; the compressive strength of CMA mortar was found to be greater than that of FA mortar.
Mortar-prisms of NCB were cast using water-to-binder ratio of 0.5 and 0.6 with required superplasticizer.
The results obtained by comparison of the characteristics of mortars studied as prisms in laboratory conditions, applied on adobes and the adobe wall provided an extended study which is necessary to assess the suitability of mortars for use in the rehabilitation of adobe buildings.
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