Effects of sodium tripolyphosphate on the rheological properties of concrete: Mechanical, microstructural and carbon footprint

• Adding STPP enhances early compressive strength and accelerates strength development. • STPP improves workability, increasing slump by 40 mm per 1 % STPP added. • STPP increases the setting time of concrete at all tested percentages. • Ettringite formation rises with higher STPP amounts, leading to microcracks formations. • Adding <5 % STPP reduces concrete's carbon footprint vs. conventional mixes. Chemical additives used in concrete production are significant contributors to environmental pollution, as many are derived from petrochemical sources or require energy-intensive processes that increase CO 2 emissions. This study investigates the effects of Sodium Tripolyphosphate (STPP) as a sustainable chemical additive by analyzing rheological, mechanical, and microstructural properties of concrete made with High Early Strength (HE) cement, focusing on workability, compressive strength, setting time, and carbon footprint. Testing was conducted in accordance with international and national standards, including slump, compressive strength, air content, setting time, scanning electron microscopy (SEM), thermogravimetric analysis (TGA), and embodied carbon assessment. Five concrete mixes with varying STPP dosages (0 %, 2.5 %, 5 %, 7.5 %, and 10 % relative to cement weight) were tested in both fresh and hardened states. Results demonstrated that STPP enhances workability and early compressive strength while reducing carbon footprint. Specifically, dosages of 2.5 % and 5 % yielded the best performance, achieving significant increases in early compressive strength and a reduction in carbon footprint by 11.2 % compared to conventional concrete. However, higher STPP dosages (>7.5 %) delayed setting times by more than one day and promoted excessive ettringite formation, leading to microcracking and reduced long-term strength. These findings highlight that incorporating STPP at optimized dosages (<5 %) improves the sustainability and performance of HES cement concrete, offering a viable alternative to conventional chemical additives in alignment with sustainable construction practices.

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Publication Details

Journal
Results in Engineering
Published
2024-12-30
DOI
https://doi.org/10.1016/j.rineng.2024.103869
Citations
2
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.52
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article

Effects of sodium tripolyphosphate on the rheological properties of concrete: Mechanical, microstructural and carbon footprint

Natividad García-Troncoso, D.V. Bompa, Jorge Flores-Rada, André Pico-Molineros
2 citations
Results in Engineering
Concrete and Cement Materials Research
0.52
article

Effects of sodium tripolyphosphate on the rheological properties of concrete: Mechanical, microstructural and carbon footprint

Natividad García-Troncoso, D.V. Bompa, Jorge Flores-Rada, André Pico-Molineros
article en
2 citations

Abstract

• Adding STPP enhances early compressive strength and accelerates strength development. • STPP improves workability, increasing slump by 40 mm per 1 % STPP added. • STPP increases the setting time of concrete at all tested percentages. • Ettringite formation rises with higher STPP amounts, leading to microcracks formations. • Adding <5 % STPP reduces concrete's carbon footprint vs. conventional mixes. Chemical additives used in concrete production are significant contributors to environmental pollution, as many are derived from petrochemical sources or require energy-intensive processes that increase CO 2 emissions. This study investigates the effects of Sodium Tripolyphosphate (STPP) as a sustainable chemical additive by analyzing rheological, mechanical, and microstructural properties of concrete made with High Early Strength (HE) cement, focusing on workability, compressive strength, setting time, and carbon footprint. Testing was conducted in accordance with international and national standards, including slump, compressive strength, air content, setting time, scanning electron microscopy (SEM), thermogravimetric analysis (TGA), and embodied carbon assessment. Five concrete mixes with varying STPP dosages (0 %, 2.5 %, 5 %, 7.5 %, and 10 % relative to cement weight) were tested in both fresh and hardened states. Results demonstrated that STPP enhances workability and early compressive strength while reducing carbon footprint. Specifically, dosages of 2.5 % and 5 % yielded the best performance, achieving significant increases in early compressive strength and a reduction in carbon footprint by 11.2 % compared to conventional concrete. However, higher STPP dosages (>7.5 %) delayed setting times by more than one day and promoted excessive ettringite formation, leading to microcracking and reduced long-term strength. These findings highlight that incorporating STPP at optimized dosages (<5 %) improves the sustainability and performance of HES cement concrete, offering a viable alternative to conventional chemical additives in alignment with sustainable construction practices.

Results in EngineeringVol. 25
Escuela Superior Politecnica del Litoral (EC), University of Surrey (GB)
Openalex Percentile: Top 34%
Concrete and Cement Materials Research
0.52
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