Effects of specific admixtures on autogenous shrinkage of self‐compacting concrete containing recycled coarse aggregate: Nano‐ <scp> CaCO <sub>3</sub> </scp> , slag powder, and superabsorbent polymer

Abstract Recycled aggregate self‐compacting concrete (RASCC) is susceptible to early‐age autogenous shrinkage due to characteristics of recycled coarse aggregate (RCA), especially under binder‐rich, low‐water‐to‐binder conditions. This study investigated the effects of RCA replacement ratio, nano‐CaCO 3 , slag powder, and superabsorbent polymer (SAP) on the autogenous shrinkage, mechanical properties, and microstructure of RASCC. Results showed that 100% RCA increased the autogenous shrinkage strain at 28 days by 55.46% compared with the control. Considering both mechanical performance and shrinkage control, the recommended dosages are 0.5%–1.0% for nano‐CaCO 3 and 10% for slag powder, which improved compressive strength but increased shrinkage, whereas 0.3% SAP reduced shrinkage by 16.67% and 20.29% at 3 and 28 days, respectively, through internal curing. A prediction model for autogenous shrinkage of RASCC containing these admixtures was established. These findings provide a quantitative basis for optimizing RASCC mixtures and controlling early‐age shrinkage in sustainable construction.

Authors

Institutions

Publication Details

Journal
Structural Concrete
Published
2026-04-17
DOI
https://doi.org/10.1002/suco.70604
Primary Topic
Concrete Properties and Behavior
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Effects of specific admixtures on autogenous shrinkage of self‐compacting concrete containing recycled coarse aggregate: Nano‐ CaCO 3 , slag powder, and superabsorbent polymer

Surong Luo
Structural Concrete
Concrete Properties and Behavior
article

Effects of specific admixtures on autogenous shrinkage of self‐compacting concrete containing recycled coarse aggregate: Nano‐ CaCO 3 , slag powder, and superabsorbent polymer

Surong Luo
article en

Abstract

Abstract Recycled aggregate self‐compacting concrete (RASCC) is susceptible to early‐age autogenous shrinkage due to characteristics of recycled coarse aggregate (RCA), especially under binder‐rich, low‐water‐to‐binder conditions. This study investigated the effects of RCA replacement ratio, nano‐CaCO 3 , slag powder, and superabsorbent polymer (SAP) on the autogenous shrinkage, mechanical properties, and microstructure of RASCC. Results showed that 100% RCA increased the autogenous shrinkage strain at 28 days by 55.46% compared with the control. Considering both mechanical performance and shrinkage control, the recommended dosages are 0.5%–1.0% for nano‐CaCO 3 and 10% for slag powder, which improved compressive strength but increased shrinkage, whereas 0.3% SAP reduced shrinkage by 16.67% and 20.29% at 3 and 28 days, respectively, through internal curing. A prediction model for autogenous shrinkage of RASCC containing these admixtures was established. These findings provide a quantitative basis for optimizing RASCC mixtures and controlling early‐age shrinkage in sustainable construction.

Structural Concrete
Fuzhou University (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 27%
Concrete Properties and Behavior
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.