Following is TU Dresden‘s announcement on this exciting opportunity: We are pleased to announce the Call for Applications for Summer School HIGH-PERFORMANCE FIBRE-REINFORCED CEMENT-BASED COMPOSITES (HPFRCC) FOR FUTURE INFRASTRUCTURE, 26-31 July […]
Cellulose nanocrystals derived from industrial byproducts have been shown to increase the strength of concrete, representing a potential renewable additive to improve the ubiquitous construction material. The cellulose nanocrystals (CNCs)
Natural Nanocrystals Shown to Strengthen Concrete Read More »
CPTech Center published a document that Mixture proportioning is routinely a matter of using a recipe based on a previously produced concrete, rather than adjusting the proportions based on the needs of
The U.S. Federal Highway Administration (US-FHWA) has released a report that focuses on identifying transverse joint locations on jointed plain concrete pavements using an automated joint detection algorithm and computing faulting. At these
Long-Term Pavement Performance Automated Faulting Measurement Read More »
The U.S. Federal Highway Administration has released a report that isolates the effects of various low-cost pavement treatments on roadway safety through analysis of both flexible and rigid pavement treatments. The intent
Evaluation of Pavement Safety Performance Read More »
[vc_row][vc_column width=”1/1″][vc_column_text]The Center for Transportation Research at the University of Texas at Austin has released a report that characterizes and evaluates the performance of eight natural pozzolans to assess their
Evaluating the Performance of Alternative Supplementary Cementing Material in Concrete Read More »
[vc_row][vc_column width=”1/1″][vc_column_text]The Center for Transportation Research at the University of Texas at Austin has released a report, titled “Evaluation of the Benefits of Diamond Grinding of CRCP: Final Report”, that outlines
Evaluation of the Benefits of Diamond Grinding of CRCP Read More »
[vc_row][vc_column width=”1/1″][vc_column_text]Concrete durability may be considered as the ability to maintain serviceability over the design life without significant deterioration, and is generally a direct function of the mixture permeability. Therefore,
[vc_row][vc_column width=”1/1″][vc_column_text]A performance evaluation of ultra-thin whitetopping (UTW) pavements in Illinois was undertaken in 2012–2014 to evaluate current design procedures and to determine design life criteria for future projects. The two
Structural Performance of Ultra-Thin Whitetopping on Illinois Roadways and Parking Lots Read More »
[vc_row][vc_column width=”1/1″][vc_column_text]This report is one of two products for this project with the other being a design guide. This report describes test results and comparative analysis from 16 different portland
[vc_row][vc_column width=”1/1″][vc_column_text]A Dissertation by: KEIVAN NESHVADIAN BAKHSH, PH.D., Texas A&M University School of Civil Engineering Chair of Committee: Dan Zollinger, Ph.D., PE “The most valuable outcome of this study… demonstration,
[vc_row][vc_column width=”1/1″][vc_column_text]Asphalt overlays are typically used to extend the life of continuously reinforced concrete pavement (CRCP) because they can be placed in one or more layers while traffic uses the
Use of Concrete Pavement Overlays on U.S. 58 in Virginia Read More »
