Differentiating Inert and Reactive Pozzolanic Materials using Bulk Resistivity

Research Background 

Portland cement is often replaced by supplementary cementitious materials (SCMs) in concrete to increase sustainability (reducing CO2 emissions due to lower cement contents) and durability (mitigation of alkali-silica reaction, reduced sulfate attack, and reduced chloride penetration). Fly ash and natural pozzolans are specified using ASTM C618/AASHTO M295, and an important part of this specification is the strength activity index test (SAI), which dictates that a mortar mixture with 20% SCM replacement should reach at least 75% strength of the control mixture at either 7- or 28-days. The SAI is a potentially flawed test as inert materials are known to be able to pass the test. The early testing age, low SCM replacement level, variable water-to-cementitious materials ratio, and low strength requirements relative to the control mix, all contribute to the inability of the test to successfully distinguish inert and reactive materials. With the continuing limitations in the availability of conventional fly ashes, it is critical that specifications and their proposed test methods accurately quantify pozzolan quality and enable use of natural pozzolans and unconventional fly ashes capable of creating concrete that is sustainable and durable. Therefore, the SAI must be improved. 

Get Your First SmartRock Concrete Sensor for FREE

Giatec SR demo kit_
Giatec SR demo kit_

Bulk Resistivity as a Potential Alternative 

The ASTM C618/AASHTO M295 SAI test is flawed because it measures strength under conditions where reactivity is low. Two solutions that may improve the test are to use conditions that increase reactivity or its effects and/or to use a test method that is more sensitive to reactivity. Results from our lab and from the literature have suggested that bulk resistivity could be a promising method as SCMs have been shown to increase later-age bulk resistivity and inert materials do not. Type I/II Portland cement, two Class F fly ashes, one Class C fly ash, two inert fillers (limestone (LS) and basaltic fines (BF)) were used to prepare mortars at two replacement levels (30% and 50% by mass), and two curing temperatures (23 and 50 ºC in limewater). Compressive strength and bulk resistivity were tested on the mortars at 7 and 28 days. Additional cement paste testing was performed using isothermal calorimetry and thermogravimetric analysis to evaluate hydration and reaction in these conditions. 

Important Findings 

Using higher replacement levels and higher temperatures does provide improved differentiation of inert and reactive materials when using the SAI, however, the magnitude of differences is small when considering variability in strength measurements (Fig. 1a). On the other hand, higher replacements and especially higher temperatures result in substantial increases in bulk resistivity for the reactive fly ashes but not for inert materials (Fig. 1b). Therefore, the bulk resistivity index test (BRI) carried out at higher temperatures provides for clear differentiation between inert and reactive materials and it should be considered for specification in ASTM C618/AASHTO M295.  

The calcium hydroxide content and heat release measured in corresponding cement pastes show that increased temperature enhances fly ash reaction but does not affect inert materials. At higher replacement levels, greater effects of fly ash reactions are manifested, resulting in better differentiation from inert materials than at lower replacement levels. Bulk resistivity is more sensitive to the increased reaction when compared to strength. The mortar bulk resistivity values are correlated to paste calcium hydroxide contents and the results suggest potential pore depercolation at higher temperatures for reactive materials. 

Fig 1. (a) SAI modification and (b) BRI modification results for 50% SCM replacement level at 50 ℃. 

This work was carried out as part of a funded NCHRP project on modifying US fly ash specifications to allow for the incorporation of unconventional fly ashes. The results clearly show that the BRI is a better indicator of reactivity than SAI and it can be used to replace the SAI in ASTM C618/AASHTO M295. A graphical abstract of this work is shown in Fig. 2. BRI robustness and round robin testing are planned in the near future to validate our findings and to identify optimal parameters for the ‘standard’ BRI test. 

Fig. 2. Graphical abstract of our results showing the BRI test. 

The results of our research were published in a paper titled Strength activity index and bulk resistivity index modifications that differentiate inert and reactive materials in Cement and Concrete Composites. We are truly delighted and honored to receive the Giatec Best Paper Award for this publication. We hope that our findings will improve SCM specifications and lead to greater utilization of novel SCMs and (more) sustainable and durable concrete.  

Ying Wang, Lisa Burris, Christopher R. Shearer, Douglas Hooton, Prannoy Suraneni 

Lead author, Ying Wang, is a Ph.D. student in Civil and Architectural Engineering at the University of Miami. She can be contacted at yxw1218@miami.edu

Leave a Reply

Your email address will not be published.

Related Articles

Top 11 Green Ready-Mix Concrete Producers in North America 

Sustainability and green movements have been quickly taking over industries, and construction is no different. Every year, 20 billion tons (10 billion cubic yards) of concrete are produced globally. This makes it the second most consumed product on earth, after water. Cement is not only the most expensive ingredient in a concrete mix, but its production is also responsible for 8% of global CO2 emissions. Get Your First SmartRock Concrete Sensor for FREE Free Demo Kit Ready-mix concrete, concrete that is batched for delivery from a…

New Giatec 360 Updates – Part 2: Graph Customization Tools

This article will continue on the topic discussed in Part 1, be sure to check it out! Get Your First SmartRock Concrete Sensor for FREE Free Demo Kit Display The max and min temperature limits can be assigned to a sensor using the Parameter Thresholds function on both the app and the web platform of Giatec 360. When assigned, these limits are represented in the form of fine lines in red (max limit) and blue (min limit) color.  Using the 360 dashboard, a user can choose…

New Giatec 360 Updates – Part 1: Temperature, Strength, and Maturity Charts

As part of Giatec’s continued efforts and goal to meet customer requirements and expectations, progressive changes are being made to the system to better comply with updating needs. Working with clients on a global scale, we strive to provide a streamlined platform that is one place for all. With the feedback collected from our valued customers several updates and transitions have been made to the Giatec 360 program, especially the ‘Charts’. To learn what the updated site has to offer and how beneficial this can be…

Missed This Year's Net Zero Construction Conference? We've Got You Covered!

Register for Full Access to All the Recorded Sessions Until April 30th

Claim Your Free Demo Kit

Get Your First SmartRock Concrete Sensor for FREE

Get Real-Time Data with SmartRock®

See how it works today

We use cookies to provide you with a better experience, analyze site traffic and assist in our marketing efforts. By continuing to use this website, you consent to the use of cookies in accordance with our Privacy Policy Page.