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Table 2 Angle of internal friction computation results Soil to soil Soil to concrete Sample no.
on the concrete sample surface during the experiment as referred by De Belie [18].
Four series of laboratory tests were performed on an ordinary concrete sample.
The method has been tested on a concrete sample under several loading/unloading cycles.
Damage was generated in a concrete sample applying 6.4 kJ energy of pulsed-electric discharge.
The flexural stress of the control concrete sample (with no nanofibers) was measured as 2.21 MPa.
A numerical concrete sample is carried out, using three-dimensional finite element mesh.
The digital concrete sample was generated from gray-scale SS images in millimeter.
Five locations of breakdown failure are found in the concrete sample.
Asphalt aggregate size and distribution in the asphalt concrete sample, aggregate shape, and fractured surface effects are ignored.
The ratio of reflected radiation from the concrete sample surface to the light source upon it was 50%%.
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