Development of deep-underground engineering structures via 2D and 3D RQD prediction using non-invasive CSAMT

Development of deep-underground engineering structures via 2D and 3D RQD prediction using non-invasive CSAMT

Abstract The stability criterion based on the characterization of rock masses can be used to advance deep underground engineering projects. A key geomechanical criterion in geotechnical engineering is rock quality designation (RQD), which assesses risk for engineering design success criteria. Time,...

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Bibliographic Details
Main Authors: Muhammad Hasan, Lijun Su, Peng Cui, Yanjun Shang
Format: Article
Language:English
Published: Nature Portfolio 2025-01-01
Series:Scientific Reports
Subjects:
Rock quality designation (RQD)
Geotechnical engineering
Rock mass quality
Controlled-source audio-frequency magnetotellurics (CSAMT)
Engineering structure
Online Access:https://doi.org/10.1038/s41598-025-85626-7
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https://doi.org/10.1038/s41598-025-85626-7

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