Full metadata record
DC FieldValueLanguage
dc.contributorFaculty of Construction and Environmenten_US
dc.contributor.advisorWang, Y. H. (CEE)-
dc.creatorChen, Xingyu-
dc.identifier.urihttps://theses.lib.polyu.edu.hk/handle/200/10039-
dc.languageEnglishen_US
dc.publisherHong Kong Polytechnic University-
dc.rightsAll rights reserveden_US
dc.titleThe performance characteristics of grouted macadam based on sulphoaluminate cement (SAC)en_US
dcterms.abstractGrouted macadam (GM), known as semi-flexible pavement, is an asphalt-concrete composite material combined by porous asphalt skeleton and cement. The porous asphalt skeleton is made firstly, and then cement slurry with high fluidity is grouted to fill the voids. Due to the interlocking effect between these two materials, GM possesses high bearing and deformation capacity. In this study, a new grout's formula was established by using sulphoaluminate cement (SAC). SAC is a rapid hardening cement, which possesses fast setting time and high early age strength. Owing to the good workability of SAC, the performance of GM is greatly improved. After grouting, the porosity of GM ranges from 1% to 4%, and the 1-day compressive strength of this GM is 13.9MPa, which is quite higher than the value in previous research. Indirect tensile stiffness modulus test (ITSM) is used to characterize the rigidity of GM, and the stiffness modulus is 9761Mpa for 28-days curing, which is nearly 2-4 times the value of HMA. At the same time, hamburg wheel tracking test and indirect tensile fatigue test (ITFT) are conducted as well, the good results indicate that GM based on SAC has high capacity on the resistance of rutting and fatigue cracking.en_US
dcterms.extentvii, 60 pages : color illustrationsen_US
dcterms.isPartOfPolyU Electronic Thesesen_US
dcterms.issued2018en_US
dcterms.educationalLevelM.Sc.en_US
dcterms.educationalLevelAll Masteren_US
dcterms.LCSHHong Kong Polytechnic University -- Dissertationsen_US
dcterms.LCSHRoad materialsen_US
dcterms.LCSHCementen_US
dcterms.accessRightsrestricted accessen_US

Files in This Item:
File Description SizeFormat 
991022244148203411.pdfFor All Users (off-campus access for PolyU Staff & Students only)1.38 MBAdobe PDFView/Open


Copyright Undertaking

As a bona fide Library user, I declare that:

  1. I will abide by the rules and legal ordinances governing copyright regarding the use of the Database.
  2. I will use the Database for the purpose of my research or private study only and not for circulation or further reproduction or any other purpose.
  3. I agree to indemnify and hold the University harmless from and against any loss, damage, cost, liability or expenses arising from copyright infringement or unauthorized usage.

By downloading any item(s) listed above, you acknowledge that you have read and understood the copyright undertaking as stated above, and agree to be bound by all of its terms.

Show simple item record

Please use this identifier to cite or link to this item: https://theses.lib.polyu.edu.hk/handle/200/10039