Journal ArticleDOI
On the use of limestone calcined clay cement (LC3) in high-strength strain-hardening cement-based composites (HS-SHCC)
Lei Wang,Nazaib Ur Rehman,Iurie Curosu,Zhou Zhu,Mirza Abdul Basit Beigh,Marco Liebscher,Liang Chen,Daniel C.W. Tsang,Simone Hempel,Viktor Mechtcherine +9 more
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TLDR
In this article, Limestone Calcined Clay Cement (LC3) was used to produce sustainable high-strength strain-hardening cement-based composites (HS-SHCC).About:
This article is published in Cement and Concrete Research.The article was published on 2021-06-01. It has received 52 citations till now. The article focuses on the topics: Portland cement & Cement.read more
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Limestone calcined clay cement and concrete: A state-of-the-art review
TL;DR: A review of the literature available on the subject of the recently developed limestone calcined clay cement (LC3) can be found in this article, where an introduction to the background leading to the development of LC3 is discussed.
Journal ArticleDOI
High-strength high-ductility Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) incorporating geopolymer fine aggregates
TL;DR: In this article, a multi-scale investigation was conducted to gain an in-depth understanding of the microstructure and ductility enhancement mechanism of geopolymer aggregate ECC (GPA-ECC).
Journal ArticleDOI
High-strength high-ductility Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) incorporating geopolymer fine aggregates
TL;DR: In this paper , a multi-scale investigation was conducted to gain an in-depth understanding of the microstructure and ductility enhancement mechanism of geopolymer aggregate ECC (GPA-ECC).
Journal ArticleDOI
Ultra-high-strength engineered/strain-hardening cementitious composites (ECC/SHCC): Material design and effect of fiber hybridization
TL;DR: In this article , a series of ultra-high-strength Engineered Cementitious Composites (UHS-ECC) with a compressive strength over 210 MPa, a tensile strain capacity of 3-6% (i.e., 300-600 times that of ordinary concrete), and a fine crack width of 67-81 μm was achieved.
Journal ArticleDOI
Biochar-augmented carbon-negative concrete
Liang Chen,Yuying Zhang,Lei Wang,Shaoqin Ruan,Junfeng Chen,Huanyu Li,Huanyu Li,Jian Yang,Viktor Mechtcherine,Daniel C.W. Tsang +9 more
TL;DR: In this paper, the authors proposed a carbon-negative concrete with a large volume of biochar incorporation and elaborated the roles of Biochar in the cement hydration and microstructure development.
References
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Journal ArticleDOI
On Engineered Cementitious Composites (ECC)
TL;DR: A survey of the research and development of Engineered Cementitious Composites (ECC) over the last decade since its invention in the early 1990's is presented in this paper.
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Steady-state and multiple cracking of short random fiber composites
TL;DR: In this article, the pseudostrain-hardening phenomenon of brittle matrix composites reinforced with discontinuous flexible and randomly distributed fibers is analyzed based on a cohesive crack-mechanics approach, and the first crack strength and strain are derived in terms of fiber, matrix, and interface micromechanical properties.
Journal ArticleDOI
Calcined clay limestone cements (LC3)
TL;DR: The use of supplementary cementitious materials (SCMs) to replace part of the clinker in cement is the most successful strategy to reduce CO2 emissions in the global cement industry.
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Size effect on structural strength: a review
TL;DR: A broad review of the problem of size effect or scaling of failure can be found in this paper, where the main results of Weibull statistical theory of random strength are briefly summarized, and its applicability and limitations described.
Journal ArticleDOI
Investigation of the calcined kaolinite content on the hydration of Limestone Calcined Clay Cement (LC3)
François Avet,Karen Scrivener +1 more
TL;DR: In this paper, the influence of the calcined kaolinite content of calcined clays on the hydration of Limestone Calcined Clay Cements containing 50% of clinker (LC3-50) was investigated.