Strength compatibility and optimization of grout and coarse aggregate in two-stage ultra-high performance concrete

This study prepares two-stage ultra-high performance concrete (TS-UHPC) towards maximum volume coarse aggregates and low binder utilizations by combining two-stage casting process , high performance grout, and preplaced basalt aggregates. The strength compatibility and optimization of grout and coarse aggregates are discussed, as well as the effects of calcium formate content, coarse aggregate strength and size, casting and curing methods. The potential advantages such as binder efficiency, strength, volume stability, environmental benefits are explored and comparatively analyzed. The results show that TS-UHPC achieves compressive strength of 124.9 MPa by optimizing calcium formate content of 0.3 % in grout, crushing index of 4.9 % for coarse aggregates, and heat curing. The grout strength beyond 120 MPa and coarse aggregates with crushing index below 8 % are suggested to achieve a favorable strength compatibility in TS-UHPC. The TS-UHPC exhibits excellent volume stability due to rigid skeleton and binder dilution effects of coarse aggregates, the total free shrinkage fluctuates around 316–398 με and is reduced by 61.2 % and 28.5 % compared to the corresponding grout and the coarse aggregated ultra-high performance concrete (CA-UHPC). An appropriate particle size below 15 mm is suggested for coarse aggregates considering the adverse size effect on strength and chloride resistance. The TS-UHPC contains a low binder amount down to 525.1 kg/m 3 , a large coarse aggregate volume content of 51.6 %, a high binder efficiency of 0.19 MPa kg/m 3 , resulting in the CI and CP values around 3.9 kg/MPa·m 3 and 1.9 $/MPa·m 3 , respectively, which demonstrate its superior cost-effectiveness and sustainability compared to normal UHPC and CA-UHPC. • The novel TS-UHPC is developed with low binder content and maximum volume coarse aggregates content. • The strength compatibility and optimization of grout and coarse aggregates are investigated and proposed. • The TS-UHPC exhibits potential advantages on binder efficiency, strength, volume stability, environmental benefits.

Authors

Institutions

Publication Details

Journal
Journal of Building Engineering
Published
2025-04-08
DOI
https://doi.org/10.1016/j.jobe.2025.112623
Citations
6
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
5.72

Funders

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

Strength compatibility and optimization of grout and coarse aggregate in two-stage ultra-high performance concrete

Peipeng Li, Weihua Ou, Xinyi Ran
6 citations
Journal of Building Engineering
Innovative concrete reinforcement materials
5.72
article

Strength compatibility and optimization of grout and coarse aggregate in two-stage ultra-high performance concrete

Peipeng Li, Weihua Ou, Xinyi Ran
article en
6 citations

Abstract

This study prepares two-stage ultra-high performance concrete (TS-UHPC) towards maximum volume coarse aggregates and low binder utilizations by combining two-stage casting process , high performance grout, and preplaced basalt aggregates. The strength compatibility and optimization of grout and coarse aggregates are discussed, as well as the effects of calcium formate content, coarse aggregate strength and size, casting and curing methods. The potential advantages such as binder efficiency, strength, volume stability, environmental benefits are explored and comparatively analyzed. The results show that TS-UHPC achieves compressive strength of 124.9 MPa by optimizing calcium formate content of 0.3 % in grout, crushing index of 4.9 % for coarse aggregates, and heat curing. The grout strength beyond 120 MPa and coarse aggregates with crushing index below 8 % are suggested to achieve a favorable strength compatibility in TS-UHPC. The TS-UHPC exhibits excellent volume stability due to rigid skeleton and binder dilution effects of coarse aggregates, the total free shrinkage fluctuates around 316–398 με and is reduced by 61.2 % and 28.5 % compared to the corresponding grout and the coarse aggregated ultra-high performance concrete (CA-UHPC). An appropriate particle size below 15 mm is suggested for coarse aggregates considering the adverse size effect on strength and chloride resistance. The TS-UHPC contains a low binder amount down to 525.1 kg/m 3 , a large coarse aggregate volume content of 51.6 %, a high binder efficiency of 0.19 MPa kg/m 3 , resulting in the CI and CP values around 3.9 kg/MPa·m 3 and 1.9 $/MPa·m 3 , respectively, which demonstrate its superior cost-effectiveness and sustainability compared to normal UHPC and CA-UHPC. • The novel TS-UHPC is developed with low binder content and maximum volume coarse aggregates content. • The strength compatibility and optimization of grout and coarse aggregates are investigated and proposed. • The TS-UHPC exhibits potential advantages on binder efficiency, strength, volume stability, environmental benefits.

Journal of Building EngineeringVol. 106
Wuhan University of Technology (CN), Sanya University (CN)
National Natural Science Foundation of China, Wuhan University of Technology
Climate action
Openalex Percentile: Top 4%
Innovative concrete reinforcement materials
5.72
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.