Chloride Permeability and Microstructure of Portland Cement Mortars Incorporating Nanomaterials

By Xiaodong He, Xianming Shi. 2008

214 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/d760bd46870b6a2c8c6e369106ef6c410213800e

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In Civil and Structural Engineering

1. Kim Hung Mo
2. U. Alengaram
3. Mohd Zamin Jumaat
4. H. Costa
5. E. Ghafari
6. Eduardo Júlio
7. Zhanping You
8. Y. Yap

Citations in the corpus

• Incorporation of nano-materials in cement composite and geopolymer based paste and mortar – A review (2017, result): “The apparent diffusion coefficients of chloride anion were reduced, DCl were clearly interpreted and such improvement was found significant through the use of NS and NC [23].”
• State-of-the-art report on use of nano-materials in concrete (2014, methodology): “H in cement (He and Shi 2008, NRCC 2013, Chen et al. 2012).”
• The effect of nanosilica addition on flowability, strength and transport properties of ultra high performance concrete (2014, background): “He and Shi [10] studied the chloride permeability and microstructure of Portland cement mortar with different types of nano-materials.”
• Nanotechnology in concrete – A review (2010, background): “Nanoclay particles have shown promise in enhancing the mechanical performance, the resistance to chloride penetration, and the self-compacting properties of concrete and in reducing permeability and shrinkage [105,106,117,118].”
• Rheological properties and chemical analysis of nanoclay and carbon microfiber modified asphalt with Fourier transform infrared spectroscopy (2013, methodology): “The carbon microfibers [42,43] were KRECA chop C-103T, 3 mm in length with a filament diameter of 18 lm and obtained from Japan.”
• Rheological Properties and Chemical Bonding of Asphalt Modified with Nanosilica (2013, methodology): “In this research, the nanosilica was purchased from MTI Corporation (U.S.A.) without further treatment, featuring a bulk density of 0.063 g=cm3, maximum size of about 30 nm, and surface area of about 440 m2=g (He and Shi 2008).”