CONCRETE REINFORCING ADDITIVE BASED ON MODIFIED TECHNICAL PHOSPHOLIPIDS

This article presents the results of an experimental study on the effect of an organic additive based on modified technical phospholipids of lecithin on the physical and mechanical properties of cement stone produced using CEM I 42.5 cement. The investigation included compressive strength testing, strength gain dynamics, water absorption, and phase composition analysis using X-ray diffraction (XRD). It was found that at a dosage of 0.1%, the modified lecithin significantly increased compressive strength by 35% compared to the control sample. Strength development analysis showed that the modified samples reached values comparable to the control by day 7, with compressive strength exceeding 59 MPa by day 28. XRD results revealed increased intensity of peaks corresponding to hydrated phases such as ettringite and portlandite, indicating enhanced cement hydration. The study also emphasizes the environmental significance of the work: utilizing lecithin extraction by-products not only addresses waste management challenges in the oil and fat processing industry but also contributes to improving the performance of construction materials. The obtained results confirm the potential of using modified organic waste-based additives in the production of cementitious composites with enhanced performance characteristics.

Authors

Publication Details

Journal
Herald of Technological University
Published
2025-01-01
DOI
https://doi.org/10.55421/3034-4689_2025_28_7_59
Primary Topic
Material Properties and Applications
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

CONCRETE REINFORCING ADDITIVE BASED ON MODIFIED TECHNICAL PHOSPHOLIPIDS

В. О. Харламов
4 links
Herald of Technological University
Material Properties and Applications
article

CONCRETE REINFORCING ADDITIVE BASED ON MODIFIED TECHNICAL PHOSPHOLIPIDS

В. О. Харламов
article en

Abstract

This article presents the results of an experimental study on the effect of an organic additive based on modified technical phospholipids of lecithin on the physical and mechanical properties of cement stone produced using CEM I 42.5 cement. The investigation included compressive strength testing, strength gain dynamics, water absorption, and phase composition analysis using X-ray diffraction (XRD). It was found that at a dosage of 0.1%, the modified lecithin significantly increased compressive strength by 35% compared to the control sample. Strength development analysis showed that the modified samples reached values comparable to the control by day 7, with compressive strength exceeding 59 MPa by day 28. XRD results revealed increased intensity of peaks corresponding to hydrated phases such as ettringite and portlandite, indicating enhanced cement hydration. The study also emphasizes the environmental significance of the work: utilizing lecithin extraction by-products not only addresses waste management challenges in the oil and fat processing industry but also contributes to improving the performance of construction materials. The obtained results confirm the potential of using modified organic waste-based additives in the production of cementitious composites with enhanced performance characteristics.

Herald of Technological UniversityVol. 28(7)
Openalex Percentile: Top 69%
Material Properties and Applications
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

CONCRETE REINFORCING ADDITIVE BASED ON MODIFIED TECHNICAL PHOSPHOLIPIDS — В. О. Харламов · Herald of Technological University (2025) | TGRS Research Map | TGRS