Allex Eduardo Alvarez

Dr. Allex Eduardo Alvarez

School of Civil Engineering, Universidad Industrial de Santander, Bucaramanga 680002, Colombia
orcid

Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 June 2011 in Desalination
Verified
Journal Article
Closed access
GSGeoffrey S. Simate
Geoffrey S. Simate
JCJohn Cluett
John Cluett
SISunny E. Iyuke
Sunny E. Iyuke
EMEvans T. Musapatika
Evans T. Musapatika
SNSehliselo Ndlovu
Sehliselo Ndlovu
Allex Eduardo AlvarezAllex Eduardo Alvarez
Allex Eduardo Alvarez

1 March 2011 in Construction and Building Materials
Verified
Journal Article
Closed access
Allex Eduardo AlvarezAllex Eduardo Alvarez
Allex Eduardo Alvarez
AMAmy Epps Martin
Amy Epps Martin
CECindy Estakhri
Cindy Estakhri

1 July 2013 in Construction and Building Materials
Verified
Journal Article
Closed access
JZJun Zhang
Jun Zhang
Allex Eduardo AlvarezAllex Eduardo Alvarez
Allex Eduardo Alvarez
SLSang Ick Lee
Sang Ick Lee
ATAngela Torres
Angela Torres
LWLubinda F. Walubita
Lubinda F. Walubita

1 March 2012 in Construction and Building Materials
Verified
Journal Article
Closed access
Allex Eduardo AlvarezAllex Eduardo Alvarez
Allex Eduardo Alvarez
EOEvelyn Ovalles
Evelyn Ovalles
SCSilvia Caro
Silvia Caro

1 January 2012 in Transportation Research Record: Journal of the Transportation Research Board
Verified
Journal Article
Closed access
LWLubinda F. Walubita
Lubinda F. Walubita
JZJun Zhang
Jun Zhang
GDGautam Das
Gautam Das
XHXiaodi Hu
Xiaodi Hu
CMCharles Mushota
Charles Mushota
TSThomas Scullion
Thomas Scullion
Permanent deformation (or rutting) is a common distress in hot-mix asphalt (HMA) pavements. As part of the HMA mix and structural design processes to optimize field performance, the Hamburg wheel-tracking, dynamic modulus, and uniaxial repeated load permanent deformation tests have been developed to characterize the HMA rutting resistance potential. The primary objective of this study was to compare the three laboratory rutting tests of HMA mixes and to relate their rutting predictive potential to actual field performance. The research methodology incorporated a two-phase approach: laboratory testing and field performance monitoring of selected mixes under both conventional traffic loading and accelerated pavement testing. For the HMA mixes evaluated, a good correlation was observed in the three laboratory tests and in comparison with actual in situ field performance. Overall, the findings indicated that the Hamburg wheel-tracking test was the most feasible test for daily routine HMA mix design and screening, while both the dynamic modulus and repeated load permanent deformation tests exhibited greater potential for comprehensive characterization of HMA material property (e.g., modulus) and applications for pavement structural design as research-level test tools.

1 February 2010 in International Journal of Pavement Engineering
Verified
Journal Article
Closed access
Allex Eduardo AlvarezAllex Eduardo Alvarez
Allex Eduardo Alvarez
AEAmy Epps-Martin
Amy Epps-Martin
CECindy Estakhri
Cindy Estakhri
RIRichard Izzo
Richard Izzo
Durability of porous or permeable friction courses (PFC) is an important aspect to address when designing this type of hot mix asphalt. At present, several agencies perform the mix design of PFC primarily by determining volumetric mixture properties. This approach ensures adequate mixture functionality, but it does not guarantee mixture durability. This paper evaluates the Cantabro loss test, the Hamburg Wheel-Tracking test (HWTT) and the Overlay test (OT) to determine the one most appropriate for mix design and laboratory performance evaluations. The Cantabro loss test, performed in both dry and wet conditions, is recommended for PFC mix design to corroborate the suitability of the optimum asphalt content defined based on volumetric determinations. The HWTT and the OT are not recommended, since the variability of the test results indicated that these tests may not be suitable for PFC mixtures.