Submitted:
04 August 2025
Posted:
05 August 2025
You are already at the latest version
Abstract
Keywords:
1. Introduction
2. Experimental Section
2.1. Materials and Instruments
2.2. Preparation of Particle-Reinforced Gel
2.3. Gel Properties Evaluation Method
2.3.1. Gel Properties Evaluation Method
2.3.2. Gel Strength Test
2.3.3. Rheological Characterization
2.3.4. Thermal Stability Evaluation
2.3.5. Temperature Sensitivity Analysis
2.3.6. Contamination Resistance Testing
2.3.7. Microstructural Analysis
2.3.8. Selection of Optimal Bridging Particles
2.3.9. Simulated Natural Fracture Plugging Experiment
3. Mechanism of Action
4. Discussion of Experimental Results
4.1. Selection of Crosslinking Agents
4.2. Regulation of Gel Properties
4.3. Selection of Optimal Gel Fillers
4.4. Selection of Optimal Gel Filler Addition Amount
4.5. Analysis of Temperature Sensitivity of Nanomaterials-Reinforced Gel Systems
4.6. Contamination Resistance of Nanomaterials - Reinforced Gel Systems
4.7. Microscopic Analysis of Nanomaterials-Reinforced Gel Systems
4.8. Optimal Bridging Plugging Material Compatible with Gel Systems
4.9. Evaluation of Gel-Bridging Coupled Plugging Method Under Simulated Severe Lost Circulation Conditions
5. Conclusions
- Gel-bridging coupled plugging technology, which involves the addition of nanomaterials and plugging particles to the gel, offers advantages over single leak plugging methods. Its mechanism of action involves two aspects: nanomaterials can significantly enhance the gel’s thermal resistance and mechanical properties; the bridging agent acts as a supporting skeleton, working with the gel to form an elastic network structure that helps form a more stable plugging structure after gelation.
- After testing the rheological properties and thermal resistance of four base gel formulations, 1.0 wt% nanosilica particles were selected as the optimal filler material. Performance evaluation of the optimized gel system revealed that at an aging temperature of 120°C, gel strength reached 30 N, with rheological properties remaining relatively stable across different temperatures (33,000–47,000 mPa·s). The system exhibits low viscosity, ease of pumping, strong gel strength after gelation, and excellent thermal and contamination resistance.
- Walnut shells were selected as the bridging material to enhance the sealing strength and shear resistance of the gel-bridging composite system. Experimental results from a 7 mm wide fracture plugging test show that the plugging pressure of the gel-bridging coupled plugging system reaches 8 MPa, with lost circulation volume controlled at 163 mL. Compared to single gel or bridging plugging methods, the coupled method exhibits lower lost circulation volume, higher pressure-bearing capacity, and better mechanical strength of the formed plugging layer.
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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| Formula | Crosslinking agent | PH adjuster | |
| ➀ | #1 | 2.0% glutaraldehyde | 1.5% citric acid + 4.5% sodium citrate |
| #2 | 2.0% glutaraldehyde | 2.0% citric acid + 4.0% sodium citrate | |
| #3 | 2.0% glutaraldehyde | 3.0% citric acid + 3.0% sodium citrate | |
| ➁ | #1 | 1.0% borax | 1.5% citric acid + 4.5% sodium citrate |
| #2 | 1.0% borax | 2.0% citric acid +4.0% sodium citrate | |
| #3 | 1.0% borax | 3.0% citric acid +3.0% sodium citrate | |
| ➂ | #1 | 1.0% Sodium tripolyphosphate | 1.5% citric acid +4.5% sodium citrate |
| #2 | 1.0% Sodium tripolyphosphate | 2.0% citric acid +4.0% sodium citrate | |
| #3 | 1.0% Sodium tripolyphosphate | 3.0% citric acid +3.0% sodium citrate | |
| Horizontal | Factors | ||
| A (main agent concentration/% ) | B (crosslinking agent concentration/% ) | C (citric acid: sodium citrate) | |
| 1 | 8% | 1.5% | 1:3 |
| 2 | 10% | 2% | 1:2 |
| 3 | 12% | 2.5% | 1:1 |
| Serial number | Factors | Gelation time/min | Gel strength/N | ||
| A | B | C | |||
| Experiment 1 | 1 | 1 | 1 | 111 | 4.27 |
| Experiment 2 | 1 | 2 | 2 | 83 | 19.73 |
| Experiment 3 | 1 | 3 | 3 | 23 | 16.86 |
| Experiment 4 | 2 | 1 | 2 | 57 | 21.27 |
| Experiment 5 | 2 | 2 | 3 | 42 | 12.38 |
| Experiment 6 | 2 | 3 | 1 | 120 | 21.21 |
| Experiment 7 | 3 | 1 | 3 | 19 | 23.62 |
| Experiment 8 | 3 | 2 | 1 | 80 | 20.96 |
| Experiment 9 | 3 | 3 | 2 | 65 | 14.83 |
| Mean A | 72.33 | 62.33 | 103.66 | ||
| Mean B | 67.33 | 62.66 | 68.33 | ||
| Mean C | 54.66 | 69.33 | 28 | ||
| extreme difference | 17.67 | 7 | 75.66 | ||
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