Cracking and Healing of Engineered Cementitious Composites under Chloride Environment

By Mo Li, Victor C. Li. 2011

210 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Environmental Engineering

View Paper: https://www.semanticscholar.org/paper/34d84fba456192cfe46e831cde251636b8abc73f

How researchers see this paper

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

In Civil and Structural Engineering

1. N. De Belie
2. K. Van Tittelboom
3. A. Kanellopoulos
4. Victor C. Li
5. Abir Al-Tabbaa
6. Toshiharu Kishi
7. T. Ahn
8. Qian Zhang

In Environmental Engineering

1. N. De Belie
2. K. Van Tittelboom
3. Abir Al-Tabbaa
4. A. Kanellopoulos
5. Toshiharu Kishi
6. T. Ahn
7. Victor C. Li
8. E. Herbert

Citations in the corpus

• Sealing of cracks in cement using microencapsulated sodium silicate (2016, background): “Several researchers have explored autogenous healing in ECCs in the laboratory [16], in a natural environment [17] as well as in alkaline and chloride environments [18, 19].”
• Durability study on engineered cementitious composites (ECC) under sulfate and chloride environment (2017, background): “However, due to the inherent brittleness of concrete, under mechanical and environmental loadings, cracking is almost inevitable [13].”
• Robust Self-Healing Concrete for Sustainable Infrastructure (2012, background): “In addition, ECC has been shown to self-heal under various adverse conditions, such as highly alkaline and chloride environments (Sahmaran and Li 2008; Li and Li 2011).”
• Crack Self-healing Behavior of Cementitious Composites Incorporating Various Mineral Admixtures (2010, background): “In addition, ECC has been shown to self-heal under various adverse conditions, such as highly alkaline and chloride environments (Sahmaran and Li 2008; Li and Li 2011).”
• Rheology, fiber dispersion, and robust properties of Engineered Cementitious Composites (2013, background): “Additionally, ECC’s high tensile ductility, deformation compatibility with existing concrete, and self-controlled micro-crack width lead to its superior durability under various mechanical and environmental loading conditions such as fatigue, freezing and thawing, chloride exposure, and drying shrin”
• Self-Healing in Cementitious Materials—A Review (2013, methodology): “In their early research, polyethylene (PE) fibers were used [32], while later on they used cheaper poly vinyl alcohol (PVA) fibers [24,33–37].”