The fluid transport properties of HCWA–DSF hybrid supplementary binder mortar

2014 ◽  
Vol 56 ◽  
pp. 681-690 ◽  
Author(s):  
Chee Ban Cheah ◽  
Mahyuddin Ramli
2014 ◽  
Vol 12 (4) ◽  
pp. 127-137 ◽  
Author(s):  
Ahmad N. Mohammed ◽  
Megat Azmi Megat Johari ◽  
Abdullah M. Zeyad ◽  
Bassam A. Tayeh ◽  
Moruf O. Yusuf

2006 ◽  
Vol 174 (3) ◽  
pp. 299-305 ◽  
Author(s):  
Sabine Blouquit ◽  
Agathe Regnier ◽  
Luc Dannhoffer ◽  
Christophe Fermanian ◽  
Emmanuel Naline ◽  
...  

2020 ◽  
Author(s):  
James Gilgannon ◽  
Marius Waldvogel ◽  
Thomas Poulet ◽  
Florian Fusseis ◽  
Alfons Berger ◽  
...  

<p>We revisit large shear strain deformation experiments on Carrara marble and observe that anisotropic porous domains develop spontaneously during shearing. Specifically, as samples are deformed periodic porous sheets are documented to emerge and are found to transfer mass. These results imply that viscous shear zones may naturally partition fluids into highly anisotropic bands. As this hydro-mechanical anisotropy is produced by creep, each porous sheet is interpreted to represent a transient dynamic pathway for fluid transport. It is unclear how long each porous domain is uniquely sustained but it is clear that sheets are persistently present with increasing strain. Our results forward the idea that viscous shear zones have dynamic transport properties that are not related to fracturing or chemical reaction. We believe these new results provide experimental foundation for changing the paradigm of viscosity in rocks to include dynamic permeability. In our view making this change in perspective could alter many classical interpretations in natural banded mylonite zones, for example shear zone parallel syn-kinematic veining may be the result of pore sheet instability and ductile fracturing.</p>


2015 ◽  
Vol 802 ◽  
pp. 277-282 ◽  
Author(s):  
Mohd Helmi Hassan ◽  
Norazura Muhamad Bunnori

Corrosion of reinforcement is one of the causes of concrete deterioration by the water contained chloride ions and gas, for example hydrogen sulfide that penetrate into the concrete structures. By performing the related transport properties testing, it will fulfill the main objective of this research that is to investigate the fluid transport and bonding properties between normal concrete substrate (NC) and green USM reinforcement concrete (GUSMRC) containing ultra-fine palm oil fuel ash (UPOFA) as repair material. GUSMRC is the type of concrete that has been upgraded from the ultra-high performance fiber reinforces concrete (UHPFRC) with 50 % of UPOFA replacing the cement. Recently many researchers have found that the POFA can be used as partial cement replacement in the concrete which can improve the durability and also the fluid transportation properties. For the bonding properties, two types of surface treatment / roughness will be perform to investigate the greatest bonding and also the durability between NC substrate that act as an old structures with GUSMRC as new repair material. It’s important to perform the other related testing so that the future results obtained can be conclude either this new green ultra-high concrete can resist the harmful environmental aggression and also if it has an excellent bonding with the old concrete as a repair material.


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