Water permeability of engineered cementitious composites

By Michael D. Lepech, Victor C. Li. 2009

358 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/218380ec06e2d9a0ee18728b03bdd87b4cd64c36

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. R. Ranade
2. Duo Zhang
3. Hao-liang Wu
4. Zhigang Zhang
5. S. Qian
6. Qian Zhang
7. A. Sakulich
8. He-hua Zhu

In Civil and Structural Engineering

1. Qian Zhang
2. R. Ranade
3. Hao-liang Wu
4. Duo Zhang
5. Zhigang Zhang
6. A. Sakulich
7. S. Qian
8. He-hua Zhu

Citations in the corpus

• Reinforced geopolymer composites for enhanced material greenness and durability (2011, background): “When working with sodium silicate activated fly ash/metakaolin geopolymers, Zhang, Yao, Zhu, Hua, and Chen (2009) found that the incorporation of polypropylene (PP) fibers (10 m diameter, 3 mm length) increased not just flexural strength and absorbed energy, but increased compressive strength and al”
• Crack Self-healing Behavior of Cementitious Composites Incorporating Various Mineral Admixtures (2010, background): “Evidence of self-sealing in ECC has been demonstrated by reduced permeability over time (Lepech and Li 2009).”
• Lattice Discrete Particle Model for Fiber-Reinforced Concrete. I: Theory (2012, background): “…and transportation industries including durability improvements through reduction in crack width and permeability (Belletti et al. 2008; Lepech and Li 2009), potential cost savings where fiber can be substituted for labor-intensive steel-reinforcing bars (di Prisco et al. 2009), and…”
• On the use of recycled tire rubber to develop low E-modulus ECC for durable concrete repairs (2013, background): “For concrete with crack width less than 100 lm, the water permeability coefficient [6] and chloride diffusion [32] were found to be nearly the same as that of uncracked concrete.”
• Tailoring Engineered Cementitious Composites with local ingredients (2015, background): “These mixes have identical mix composition based on the work of Li and coworkers [34,35] that has resulted in highly ductile ECC known as version M45, with FA/C = 1.”
• Engineered Cementitious Composites (ECC) with limestone calcined clay cement (LC3) (2020, background): “This is adequately tight to slow down ingress of external liquids that carry harmful species [15,17] and to provide favorable conditions for developing self-healing ability [37,38].”
• Development of reactive MgO-based Engineered Cementitious Composite (ECC) through accelerated carbonation curing (2018, background): “Another unique feature of ECC is that the width of the multiple cracks can be controlled to below 60 mm [17], contributing to a low permeability and enhanced durability in the cracked condition.”
• Influence of micro-cracking on the permeability of engineered cementitious composites (2016, methodology): “[20]) typically correlate permeability with the average crack width.”