Transport Properties of Engineered Cementitious Composites under Chloride Exposure

By M. Şahmaran, Mo Li, Victor C. Li. 2007

355 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/d9c0989e42d71fb9bffa632a1418ffafaaf98415

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. Victor C. Li
2. M. Şahmaran
3. R. Ranade
4. N. De Belie
5. Qian Zhang
6. K. Van Tittelboom
7. M. Lachemi
8. Mo Li

In Civil and Structural Engineering

1. N. De Belie
2. Victor C. Li
3. K. Van Tittelboom
4. M. Şahmaran
5. R. Ranade
6. Qian Zhang
7. M. Lachemi
8. Toshiharu Kishi

Citations in the corpus

• 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.”
• Internal curing of engineered cementitious composites for prevention of early age autogenous shrinkage cracking (2009, background): “Moreover, the lower magnitude of crackwidth is expected to promote self-healing behavior, and thus the transport properties in cracked composites [30–37].”
• Enhancement of barrier properties of cement mortar with graphene nanoplatelet (2015, background): “The durability of concrete structures is strongly influenced by its transport properties to the harmful agents such as water, CO2, chloride, etc [5].”
• Influence of micro-cracking on the composite resistivity of Engineered Cementitious Composites (2014, background): “However, connectivity between the pores is limited in ECC [15], which increases the tortuosity of current flow path.”
• Self-Healing in Cementitious Materials—A Review (2013, background): “One of the most widely studied mechanisms of intrinsic crack healing in cementitious materials is autogenous healing [9–24].”
• Durability properties of micro-cracked ECC containing high volumes fly ash (2009, background): “proposed that micro-cracks of ECC can be easily closed by a self-healing process even after exposure for 30 days to NaCl solution [5].”
• Durability of mechanically loaded engineered cementitious composites under highly alkaline environments (2008, background): “In terms of permeability and diffusion, crack width less than 100 lm generally behave like sound concrete [23,24].”