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Influence of excess paste thickness on rheology, mechanical properties, and durability of concrete

  • Zhen Jiang
  • , Yizhong Mao
  • , Dengwu Jiao
  • , Xiang Hu
  • , Muhammad Talha Ghafoor
  • , Caijun Shi

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

The optimized mix design for concrete is important for quality and durability of concrete infrastructure and industrial applications. This study mainly investigates excess paste thickness’s influence on rheology, hardened mechanical properties, and durability of concrete using gravel and crushed stone aggregate. The experimental results showed that excess paste thickness positively influences the rheological, and hardened mechanical properties. The continuous increase in slump with a reduction in yield stress and plastic viscosity was observed with an increase in excess paste thickness irrespective of the type of aggregate and superplasticizer. The gradual increase in compressive strength was observed with an increase in excess paste thickness up to an optimal point beyond that it started to decline. The impact of excess paste thickness on fresh and hardened mechanical properties is clearly explained as an illustration. Interestingly, no significant impact of excess paste thickness on concrete’s abrasion resistance and chloride migration resistance was observed. © 2025 Informa UK Limited, trading as Taylor & Francis Group

Original languageEnglish
Pages (from-to)906-920
JournalJournal of Sustainable Cement-Based Materials
Volume14
Issue number5
Online published10 Mar 2025
DOIs
Publication statusPublished - 2025

Funding

This work was supported by the China Construction Western Construction Hunan Co., Ltd., the program of China Scholarships Council (No.202306130001), and City U New Research Initiatives/Infrastructure Support from Central (9610661).

Research Keywords

  • Excess paste thickness
  • rheology
  • compressive strength
  • aggregate
  • superplasticizer

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