Abstract
Cement and asphalt mortar (CA mortar) is the key component for high-speed railway with high asphalt content to obtain low modulus which makes it difficult to bond with repair materials. The purpose of this work was to investigate the bonding mechanism of CA mortar to two type repair materials – SAC-AE composite mortar (short for SACR) and resin mortar (short for RM) based on microstructural evaluation of substrate CAM/repair materials by scanning electron microscopy (SEM) with EDS spectra. Results indicate that the porous structure of CA mortar had provided the space for mechanical interlocking with SAC-AE composite mortar which led to a nice bonding. However, CA mortar was bonded with resin mortar by van der Waals force which led to a weak bonding. The mode of rupture was mix-mode interfacial-cohesive failure and mostly interfacial failure for SACR-CAM and RM-CAM, respectively. The effect of asphalt content and curing age on the bonding strength between substrate CAM and repair materials was also studied which could be well explained by bonding mechanism.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
