Mechanics, hydration phase and pore development of embodied energy and carbon composites based on ultrahigh-volume low-carbon cement with limestone calcined clay
Artikel i vetenskaplig tidskrift, 2022

Engineered cement-based composites exhibit excellent deformability, mechanical behavior, fresh performance and durability. However, the traditional cement-based composites incorporating high volume ordinary Portland cement would lead to high carbon footprint. In this study, a new and eco-efficient engineered cement-based composites was designed by incorporating Polypropylene fibers (PPF) and eco-friendly cement with limestone calcined clay (LC3-ECCs). The LC3-ECCs were analyzed and discussed in terms of mechanical properties, microscopic morphology, hydration products and porosity. The study found that the 28-days compressive behavior was above 44.2 MPa, and the flexural strength remained above 4.8 MPa. Because of the formation and gathering of highly polymerized compound products (C-S-H gel, C-A-S-H gel) in the matrix and plenty of ettringite, the bonding effect between PPF and LC3 cementitious matrix is better. Additionally, the LC3-ECCs with 1.5 % volume content of PP fiber showed less porosity beneficial to the mechanical behavior. This study suggests that low-carbon LC3 has the potential to be successfully utilized as the alternative to OPC and is suitable to design sustainable ECCs, and this low-carbon construction product can be also generally applied into some area with the abundant clay sources.

Sustainability

Low-carbon cement with limestone calcined clay

Mechanical properties

Fluidity

Engineered cementitious composites

Microstructure

Författare

Jun Liu

Shenzhen University

Weizhuo Zhang

Shenzhen University

Zhenlin Li

Shenzhen University

Hesong Jin

Shenzhen University

Luping Tang

Chalmers, Arkitektur och samhällsbyggnadsteknik, Byggnadsteknologi

Case Studies in Construction Materials

2214-5095 (ISSN)

Vol. 17 e01299

Ämneskategorier

Polymerkemi

Polymerteknologi

Kompositmaterial och -teknik

Styrkeområden

Materialvetenskap

DOI

10.1016/j.cscm.2022.e01299

Mer information

Senast uppdaterat

2022-07-25