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After conventional RCA cleaning of p-type Si wafer, 200-nm-thick SiO2 was grown by wet oxidation process.
The concrete properties using the conventional RCA method are mainly affected by the volume of the residual mortar (RM) attached to the RCA.
p-type Si (111) wafers were 1 × 1 cm2 diced by a wire-sawing machine and treated with a conventional RCA clean.
Conventional RCA mixes (i.e. 25 and 35 MPa compressive strengths) containing low cement content were developed without any chemical or mineral admixtures.
Experimental results show that the signal enhancement by the target-primed RCA together with AuNPs-embedded surface caused at least10-fold increased sensitivity as compared with conventional RCA on bare SPR chip method.
After the conventional RCA cleaning of the Si wafers without removing native oxide, 30-nm-thick TiN was deposited on Si as the bottom electrode at 400 °C by PEALD, using room temperature TiCl4 and NH3 plasma gas as the Ti and N precursors, respectively.
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RCA-MO and RCA-VA mean the RCA from Montreal and Vancouver, respectively.
An experimental investigation was conducted to study the shear strength of full-scale beams constructed with 100% recycled concrete aggregate (RCA) as well as conventional concrete (CC).
The following paper presents the results of an experimental investigation of the flexural strength of full-scale reinforced concrete beams constructed with both 100% recycled concrete aggregate (RCA) as well as conventional concrete (CC).
Although compressive strength is not affected by the replacement of conventional coarse aggregates by recycled coarse aggregates (RCA), there is still some disagreement regarding their durable performance, particularly when they are exposed to severe conditions.
To verify this modified EMV method, four series of concrete mixes were made using the modified EMV mix design, along with the original EMV and the conventional mix designs, with various sources of RCAs.
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