Evaluating a Novel Fly Ash Resin-Reinforced Cement’s Interactions under Acidic, Basic, High-Salinity, and High-Temperature Conditions
Abstract
:1. Introduction
2. Materials and Methods
2.1. Experimental Materials
- Fly Ash: The fly ash used was provided by a chemical plant located in Southern Cairo, Egypt. It was provided as a fine powder with a light grey color due to the high aluminosilicate content and low iron oxide content. The fly ash was class F.
- Epoxy Resin: The epoxy resin was commercially available and was provided as a yellow, extremely viscous liquid. The yellow color was due to an added pigment to the resin. The resin had no bisphenol A concentration in it, which made it safe and easy to handle.
- Hardener: For every three parts of resin used, one part of hardener was added. The hardener was provided with the resin as a transparent slightly viscous fluid.
- Graduated Beakers: Beakers were used to weigh the different chemicals and determine their equivalent volumes before mixing. The beakers were made from borosilicate glass and could withstand temperatures up to 250 °C.
- High Accuracy Scale: The scale used had accuracy of four decimal places. This was necessary when weighing the hardener and the epoxy to ensure that the correct mixture was used in all samples.
- Silicon Molds: Spherical molds were used to mold perfect spheres of cement as samples for testing. Spheres were used instead of cubes to account for several experimental setups that could not accommodate a cube and required spherical samples.
2.2. Experimental Setup
2.3. Experimental Procedure
- Prepare the cement samples and leave them to cure overnight until fully set. Recover the samples and weigh them before running any experiment.
- Prepare the experimental solution in a transparent container and ensure that the volume of the solution prepared is sufficient to fully cover the cement sample. Place the cement sample in the container and begin the experiment.
- Leave the cement sample in the container for 7 consecutive days. Visually examine the sample every 6 h and weigh the sample every 24 h.
- Record the change in the weight of the sample every 24 h and plot the results after 7 days. Determine the weight increase or the weight decrease percentage with time to evaluate sample degradation.
2.4. Novel Cement Synthesis
- a.
- Weigh the pre-calculated mass of the chemicals, including the epoxy resin, the hardener, and the fly ash, and store each in a separate container.
- b.
- Pour the resin into a large plastic container. Ensure that all the resin has been displaced. This is done by leaving the resin to pour overnight while occasionally displacing it with a spatula.
- c.
- Place a small volume of fly ash in the resin and mix by hand. This is to avoid the formation of lumps in the slurry. The sample is constantly mixed until all fly ash is added. This takes two to six hours depending on the volume of fly ash. An electric blender is used initially to heat up the sample, which impacts the resin. Moreover, when a large mass of resin is added, the blender can no longer blend the resin–fly ash mixture efficiently.
- d.
- Once the resin–fly ash sample is well mixed and stable, the hardener is added while vigorously mixing all three components. It is important to note that once the hardener is added, the cement setting will begin. It is therefore important to quickly set the cement slurry in the mold before the slurry becomes too difficult to pour. This will usually happen 30 min to 1 h after the hardener is added, depending on the slurry formulation.
- e.
- Once the slurry is set in the mold, it is left to fully cure and set overnight for at least 12 h. The samples are then retrieved and visually inspected for air pockets or heterogeneities in the sample. If the sample has any heterogeneities or air pockets, it is discarded. The samples are then labeled and prepared for experimentation.
3. Results and Analysis
3.1. Base Experiment—Distilled Water
3.2. Cement Interaction with Acid
3.3. Cement Interaction with Base
3.4. Cement Interaction with High Salinity
3.5. Cement Interaction with High-Temperature Water
3.6. Cement Interaction with Carbon Dioxide
3.7. Cement Interaction with Crude Oil
3.8. Cement Interaction with Acetone
4. Discussion
5. Conclusions
- The novel fly ash epoxy cement was found to have strong resistance to acidic and basic conditions. It also performed significantly well under high-salinity conditions and when subjected to high temperatures.
- At 100 °C, the novel fly ash epoxy cement lost weight, compared to all other experiments, where the samples gained weight. This was due to the resin melting, which resulted in the loss of small parts of the novel cement sample.
- The novel cement managed to withstand the high-pressure CO2 conditions with minimal degradation. This indicates the ability to use the cement for CO2 storage applications.
- The novel cement can be easily removed or mitigated after placement and setting in oil and gas wells using acetone. This is a huge advantage over conventional cement.
Author Contributions
Funding
Institutional Review Board Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Fly Ash Concentration, wt% | Density, kg/m3 |
---|---|
0 | 1330 |
25 | 1450 |
50 | 1700 |
70 | 1980 |
Parameter | Sample | Temperature, °C | Pressure, psi | Sample Change | Impact |
---|---|---|---|---|---|
DI Water | 0% FA | 25 | 14.7 | Increase | 0.184 |
25% FA | 0.146 | ||||
50% FA | 0.118 | ||||
15% HCl | 0% FA | 25 | 14.7 | Increase | 0.31 |
25% FA | 0.6 | ||||
50% FA | 0.62 | ||||
28% HCl | 0% FA | 25 | 14.7 | Increase | 0.42 |
25% FA | 0.45 | ||||
50% FA | 0.55 | ||||
15% NaOH | 0% FA | 25 | 14.7 | Increase | 0.126 |
25% FA | 0.105 | ||||
50% FA | 0.105 | ||||
28% NaOH | 0% FA | 25 | 14.7 | Increase | 0.06 |
25% FA | 0.05 | ||||
50% FA | 0.03 | ||||
15% NaCl | 0% FA | 25 | 14.7 | Increase | 0.14 |
25% FA | 0.11 | ||||
50% FA | 0.08 | ||||
20% NaCl | 0% FA | 25 | 14.7 | Increase | 0.12 |
25% FA | 0.08 | ||||
50% FA | 0.07 | ||||
DI Water 40 °C | 0% FA | 40 | 14.7 | Increase | 0.33 |
25% FA | 0.27 | ||||
50% FA | 0.20 | ||||
DI Water 60 °C | 0% FA | 60 | 14.7 | Increase | 0.33 |
25% FA | 0.25 | ||||
50% FA | 0.24 | ||||
DI Water 100 °C | 0% FA | 100 | 14.7 | Decrease | 3 |
25% FA | 0.73 | ||||
50% FA | 0.04 | ||||
CO2 500 psi | 0% FA | 60 | 500 | Increase | 0.35 |
25% FA | 0.26 | ||||
50% FA | 0.32 | ||||
CO2 1000 psi | 0% FA | 60 | 1000 | Increase | 0.47 |
25% FA | 0.38 | ||||
50% FA | 0.45 | ||||
Crude Oil | 0% FA | 25 | 14.7 | Increase | 0.43 |
25% FA | 0.27 | ||||
50% FA | 0.112 | ||||
Acetone | 0% FA | 25 | 14.7 | Increase | 9.5 |
25% FA | 10.5 | ||||
50% FA | 8.1 |
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Fakher, S.; El-Sayed, A.; Sameh, L.; Abdeltawab, B. Evaluating a Novel Fly Ash Resin-Reinforced Cement’s Interactions under Acidic, Basic, High-Salinity, and High-Temperature Conditions. Polymers 2023, 15, 3404. https://doi.org/10.3390/polym15163404
Fakher S, El-Sayed A, Sameh L, Abdeltawab B. Evaluating a Novel Fly Ash Resin-Reinforced Cement’s Interactions under Acidic, Basic, High-Salinity, and High-Temperature Conditions. Polymers. 2023; 15(16):3404. https://doi.org/10.3390/polym15163404
Chicago/Turabian StyleFakher, Sherif, Ali El-Sayed, Layla Sameh, and Bassel Abdeltawab. 2023. "Evaluating a Novel Fly Ash Resin-Reinforced Cement’s Interactions under Acidic, Basic, High-Salinity, and High-Temperature Conditions" Polymers 15, no. 16: 3404. https://doi.org/10.3390/polym15163404
APA StyleFakher, S., El-Sayed, A., Sameh, L., & Abdeltawab, B. (2023). Evaluating a Novel Fly Ash Resin-Reinforced Cement’s Interactions under Acidic, Basic, High-Salinity, and High-Temperature Conditions. Polymers, 15(16), 3404. https://doi.org/10.3390/polym15163404