Skip to main navigation Skip to search Skip to main content

Improvement on durability of concrete by early age continuous loading treatment

  • Yuqin Zeng
  • , Jianghong Mao*
  • , Jun Ren
  • , Lu Zhang
  • , Kun Fang
  • , Zhongqi Yue
  • , Bin Luo
  • , Linsang Li
  • *Corresponding author for this work
  • College of Architecture and Environment
  • Yunnan University
  • Chongqing Jiaotong University
  • The University of Hong Kong
  • China Construction Seventh Engineering Bureau Co. Ltd

Research output: Contribution to journalArticlepeer-review

Abstract

This study investigated the effect of different pressure levels of continuous loading (2.5 MPa, 5.0 MPa, 7.5 MPa, and 10.0 MPa) on the enhancement of concrete durability and proposed the underlying mechanisms behind. To evaluate the efficiency of continuous loading, in addition to compressive strength, the durability, including chloride ion permeability, freeze-thaw resistance and carbonation resistance of the concree were determined, and the micro-scale investigation, including pore structure, microhardness, hydration product and microstructures were conducted. The results showed that, compared to reference (non-pressurized sample), the continuous loading process increased the 28d compressive strength of concrete by 10.3% to 27.4%, decreased chloride ion migration coefficient by 34% to 48.9%, increased freeze-thaw cycles by 20%, and reduced the carbonation depth by 12.3% to 36.2%. The improved performance was attributed to the enhancement of pore structure and reduction of ITZ width, which was a result of multiple factors such as increased compaction and improved movement of free water.

Original languageEnglish
Article number135392
JournalConstruction and Building Materials
Volume418
DOIs
StatePublished - 8 Mar 2024
Externally publishedYes

Keywords

  • Concrete durability, Continuous loading
  • ITZ
  • Pore structure

Fingerprint

Dive into the research topics of 'Improvement on durability of concrete by early age continuous loading treatment'. Together they form a unique fingerprint.

Cite this