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The water absorption of blended cement concrete was performed using 100 mm cube specimens of mix proportions 1 1½:3, 1 2 4 and 1 3 6 with 0.5, 0.6 and 0.7 water-to-binder ratios, respectively.
The chemical attack test was carried out using 50 × 50 × 15 mm mortar specimens of mix proportions 1 1, 1 2 and 1 3 with water-to-binder ratio ranging between 0.26 and 0.29.
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Open image in new window Fig. 3 Temperature development inside PCC specimens of mixes F0 and F100.
In this paper, conventional cyclic tension-compression tests and dynamic measurements have been applied to three cylindrical specimens of asphalt mixes.
In each group there was one specimen of control mix and the remaining one specimen of fibre-reinforced mix.
Three cylinder specimens of each concrete mix were tested after 28 and 90 days curing.
In addition, specimens with two different types of mix (i.e., ordinary concrete and blast furnace slag concrete) and with two different exposed times (i.e., 30 days and 60 days) were tested for different surface crack patterns.
Group II (20 specimens): Mix of equal weight (1 1 1) of ground metronidazole (UPL, Ankleshwar, Gujarat, India), ciprofloxacin (Apex Pharmacy, Petaling Jaya, Selangor, Malaysia) and minocycline (YSP, Kuala Lumpur, Selangor, Malaysia) was mixed with sterile saline in a ratio of 1.5 1 (wt/vol) to obtain a paste like consistency.
The specimens of examined friction materials mixed with phenolic resin as matrix were produced by hot pressing technique.
To develop the optimal mix design, specimens of stabilized peat were tested in unconfined compression, direct shear and falling head tests.
All specimens of RPC corresponding to different mix proportions are pulled off along the cross-section of specimen with only one main crack.
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