Mechanical properties of crystalline calcium‐silicate‐hydrates: comparison with cementitious C‐S‐H gels

By H. Manzano, J. Dolado, A. Guerrero, A. Ayuela. 2007

156 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Earth-Surface Processes, Environmental Engineering

View Paper: https://www.semanticscholar.org/paper/852b987744d38eb17001ff782e9c63a01cdd34ca

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. Taijiro Sato
2. L. Raki
3. James J. Beaudoin
4. R. Alizadeh
5. Mahmoud M. Reda Taha
6. J. J. Kim
7. Emmy M. Foley

In Earth-Surface Processes

1. L. Raki
2. James J. Beaudoin
3. R. Alizadeh

In Environmental Engineering

1. L. Raki
2. James J. Beaudoin
3. R. Alizadeh

Citations in the corpus

• Cement and Concrete Nanoscience and Nanotechnology (2010, methodology): “The low and high density C-S-H phases, with a volume fraction of 30 and 70% in hydrated OPC, have a mean stiffness of about 21.7 and 29.4 GPa, respectively.”
• Mechanical properties of calcium silicate hydrates (2011, methodology): “The overall decrease in the storage modulus as water molecules are removed from the systems is not in agreement with the computational simulation for C–S–H systems [ 17 ].”