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首页|期刊导航|硅酸盐通报|石灰石粉-矿渣-水泥(LS3)胶凝体系的水化动力学模型及力学性能预测

石灰石粉-矿渣-水泥(LS3)胶凝体系的水化动力学模型及力学性能预测

吴浪 潘文馨 胡佳欣 雷斌 艾建平

硅酸盐通报2026,Vol.45Issue(8):2624-2636,13.
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硅酸盐通报2026,Vol.45Issue(8):2624-2636,13.DOI:10.16552/j.cnki.issn1001-1625.2026.0220

石灰石粉-矿渣-水泥(LS3)胶凝体系的水化动力学模型及力学性能预测

Hydration Kinetics Model and Mechanical Property Prediction of Limestone Powder-Slag-Cement(LS3)Binder System

吴浪 1潘文馨 2胡佳欣 2雷斌 3艾建平4

作者信息

  • 1. 江西科技师范大学土木工程学院,南昌 330013||江西科技师范大学材料表面工程江西省重点试验室,南昌 330038
  • 2. 江西科技师范大学土木工程学院,南昌 330013
  • 3. 南昌大学工程建设学院,南昌 330031
  • 4. 江西科技师范大学材料表面工程江西省重点试验室,南昌 330038
  • 折叠

摘要

Abstract

Utilizing slag and limestone powder as supplementary cementitious materials in cement-based composites has become increasingly widespread due to their low cost and low-carbon characteristics.When combined with cement,they exhibit synergistic reactions that enhance the mechanical properties of concrete.To establish an integrated hydration-strength optimization model for the limestone powder-slag-cement(LS3)ternary composite binder system,this study developed an integrated hydration-strength prediction model that couples chemical reactions,microstructural evolution,and macroscopic mechanical behavior to simulate the hydration process and calculate the reaction degrees of individual components.The Bernard-Ulm-Lemarchand model was employed to analyze the evolution of phase volume fractions during hydration.Combined with the degree of reaction,mixture proportions,and Powers'theory,the relationship between gel-space ratio and compressive strength was established.Response curves of concrete strength were then obtained through parametric analysis.The results indicate that limestone powder dominates early age(2 d to 7 d)strength development,whereas slag acts as the main driver for laterage(90 d to 360 d)strength growth.It is proposed that a limestone powder content of 8%to 12%and a slag content of 15%to 25%constitute the optimal range for balanced strength development across all ages in this system.The predicted compressive strengths show a correlation coefficient of 0.95 with experimental values and a root mean square error of 1.35 MPa.The model predictions agree well with independent test data.This study provides a theoretical model and computational basis for the precise design and engineering application of low-carbon cementitious materials.

关键词

矿渣/石灰石粉/LS3胶凝体系/水化动力学模型/强度预测

Key words

slag/limestone powder/LS3 binder system/hydration kinetic model/strength prediction

分类

建筑与水利

引用本文复制引用

吴浪,潘文馨,胡佳欣,雷斌,艾建平..石灰石粉-矿渣-水泥(LS3)胶凝体系的水化动力学模型及力学性能预测[J].硅酸盐通报,2026,45(8):2624-2636,13.

基金项目

国家自然科学基金(51968046,52268043) (51968046,52268043)

江西省自然科学基金(20252BAC240392) (20252BAC240392)

江西省高等学校省级重点教学研究改革研究项目(JXJG-24-10-5) (JXJG-24-10-5)

江西省学位与研究生教学改革研究项目(JXYJG-2022-168) (JXYJG-2022-168)

硅酸盐通报

1001-1625

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