NDT-based Condition Assessment of Concrete Tanks in Mine Facilities

This paper presents a comprehensive condition assessment of two large reinforced concrete tanks at a mining facility in Canada, using a multi-method approach. The program combined digital inspection through LiDAR and photographic mapping, Non-Destructive Evaluation (NDT-E) methods including Ultrasonic Pulse Echo (UPE), Ground Penetrating Radar (GPR), and Rebound Hammer (RH), along with intrusive testing (core sampling). In addition to laboratory analysis of the core samples, complementary non-destructive tests, including Surface Electrical Resistivity (SER), cross-core Ultrasonic Pulse Velocity (UPV), were carried out on the same core samples. Results showed that Tank 1 had generally good concrete quality with few localized anomalies, while the Tank 2 exhibited more minor internal irregularities but maintained high UPV and low permeability values. Compressive strengths exceeded design requirements, and petrographic studies identified minor ASR and sulfate exposure. This integrated assessment demonstrates the value of combining multiple NDT-E and intrusive techniques to achieve a thorough evaluation, support targeted maintenance, and ensure the long-term serviceability of critical infrastructure.

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Publication Details

Journal
e-Journal of Nondestructive Testing
Published
2025-09-18
DOI
https://doi.org/10.58286/31672
Primary Topic
Non-Destructive Testing Techniques
Type
article
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article

NDT-based Condition Assessment of Concrete Tanks in Mine Facilities

Hamed Layssi, Farid Moradi Marani, Mohammadhossein Afsharipour, Richard Malantic
e-Journal of Nondestructive Testing
Non-Destructive Testing Techniques
article

NDT-based Condition Assessment of Concrete Tanks in Mine Facilities

Hamed Layssi, Farid Moradi Marani, Mohammadhossein Afsharipour, Richard Malantic
article en

Abstract

This paper presents a comprehensive condition assessment of two large reinforced concrete tanks at a mining facility in Canada, using a multi-method approach. The program combined digital inspection through LiDAR and photographic mapping, Non-Destructive Evaluation (NDT-E) methods including Ultrasonic Pulse Echo (UPE), Ground Penetrating Radar (GPR), and Rebound Hammer (RH), along with intrusive testing (core sampling). In addition to laboratory analysis of the core samples, complementary non-destructive tests, including Surface Electrical Resistivity (SER), cross-core Ultrasonic Pulse Velocity (UPV), were carried out on the same core samples. Results showed that Tank 1 had generally good concrete quality with few localized anomalies, while the Tank 2 exhibited more minor internal irregularities but maintained high UPV and low permeability values. Compressive strengths exceeded design requirements, and petrographic studies identified minor ASR and sulfate exposure. This integrated assessment demonstrates the value of combining multiple NDT-E and intrusive techniques to achieve a thorough evaluation, support targeted maintenance, and ensure the long-term serviceability of critical infrastructure.

e-Journal of Nondestructive TestingVol. 30(10)
Openalex Percentile: Top 74%
Non-Destructive Testing Techniques
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