Impact of propylene fibers and industrial wastewater on the properties of self-compacting concrete

Abstract

Given the global water shortage crisis and the prevalent use of drinking water in concrete production, exploring practical solutions, such as reusing various wastewater, is essential. This study investigates the properties of self-compacting concrete (SCC) incorporating treated industrial wastewater sourced from dye factories. Propylene fibers at lengths of 6 mm and 12 mm were employed at volumes of 0.1% and 0.2%, with a water-to-cement ratio (w/c) of 0.5. Additionally, a 0.1% fiber concentration was tested in SCC with a w/c of 0.36, involving a 20% reduction in coarse aggregate in both scenarios except for control samples. While the use of treated industrial wastewater did not affect workability, propylene fibers reduced workability. When comparing samples using drinking water, the addition of 0.1% enhanced compressive strength by 10%, whereas a 0.2% propylene fiber concentration resulted in a 30% decrease in compressive strength. The inclusion of 1% propylene fibers with a length of 6 mm, combined with treated industrial wastewater, led to a reduction in compressive strength for low-cement mixes with a w/c of 0.5. Conversely, in high-cement mixes with a w/c of 0.36 using treated wastewater and 0.1% propylene fiber, the compressive strength increased compared to the control sample using treated industrial wastewater. Incorporating 2% silica fume as a cement replacement for both mixing designs resulted in a significant improvement in compressive strength at 90 days. Ultrasonic test results exhibited a strong correlation with compressive strength, highlighting the effectiveness of this method in evaluating mechanical properties. The volumetric water absorption increased with fiber incorporation, peaking at 66% higher than the control when using 0.2% fibers. However, the volumetric water absorption of the new sample mixture with 6 mm propylene fibers, 440 kg/m³ cement, treated industrial wastewater, and silica fume is under 5%. These findings underscore the potential of both propylene fibers and silica fume to enhance concrete strength and reduce volumetric water absorption when using treated industrial wastewater, indicating progress in sustainable concrete technologies. SEM images reveal that SCC samples made with treated industrial wastewater exhibit more voids, cracks, and Ettringite, potentially compromising their compressive strength. Nevertheless, the addition of silica fume improves the integration and homogeneity of the cement paste. Significantly, the presence of C-S-H is more prominent in these samples, with a lower Ca/Si ratio correlating with increased compressive strength.

Keywords: Fracture toughness; Mechanical properties; Polypropylene fibers; Self-compacting concrete; Treated industrial wastewater.

Fig. 1

Sieve analysis for fine and coarse aggregate (Left coarse, and right sand).

Fig. 2

Components used in the study, including polypropylene fibers, silica fume, limestone powder, and treated wastewater.

Fig. 3

Casting, curing, and workability experiments of SCC specimens.

Fig. 4

(a) Slump flow and (b) T₅₀ test results for different mixture design of SCC.

Fig. 5

(a) L-Box and (b) J-Ring results for different mixture design of SCC.

Fig. 6

The results of VSI of SCC samples with w/c of 0.36.

Fig. 7

VSI for different SCC samples with w/c of 0.36.

Fig. 8

Compressive strength results at different ages for different mixture design of SCC.

Fig. 9

28-day flexural (a) and tensile (b) strength results for different mixture designs of SCC.

Fig. 10

Volumetric water absorption results at different times for different mixture design of SCC.

Fig.11

Capillary water absorption results at different times (w/c = 0.5).

Fig. 12

Capillary water absorption results at different times (w/c = 0.5).

Fig. 13

Ultrasonic pulse velocity test results at different ages.

Fig. 14

Relationship between compressive strength and UPV (90days).

Fig. 15

The SEM of SCC samples (0.5-C400, 0.5-C400_IWW, 0.36-C440, 0.36-C440-IWW samples).

Fig. 16

The SEM of concrete (0.36-C440-PP0.1%-6mm, 0.36-C440-PP0.1%-12mm, 0.36-C440-IWW, 0.36-C440-PP0.1%-IWW- SF.