Compressibility, stiffness and electrical resistivity characteristics of sand–diatom mixtures NQ Hoang, SY Kim, JS Lee Géotechnique 72 (12), 1068-1081, 2022 | 16 | 2022 |
Effect of Ocean Environmental Particles on Compressibility, Electrical Resistivity, and Stiffness Characteristics of Mixtures SY Kim, JS Lee, QN Hoang, J Park ENGEO-D-22-00091, 0 | 8* | |
Impact of diatoms on the load-deformation response of marine sediments during drained shear: Small-to-large strain stiffness J Park, SY Kim, QN Hoang, JS Lee Engineering Geology 315, 107006, 2023 | 7 | 2023 |
Mechanical and Fluid Flow Behavior of Granular Mixtures in Response to Intraporous Grain Contents J Park, JS Lee, QN Hoang, SY Kim KSCE Journal of Civil Engineering 27 (5), 1966-1973, 2023 | 2 | 2023 |
Enhancing anomaly detection in ground-penetrating radar images through reconstruction loss and high-variability NQ Hoang, S Kang, HK Yoon, JS Lee Results in Engineering 21, 101874, 2024 | 1 | 2024 |
Anomaly detection via improvement of GPR image quality using ensemble restoration networks NQ Hoang, S Shim, S Kang, JS Lee Automation in Construction 165, 105552, 2024 | | 2024 |
Investigation of diatomaceous sand using elastic and electromagnetic waves in oedometer tests NQ Hoang, SY Kim, D Lee, JS Lee E3S Web of Conferences 544, 01026, 2024 | | 2024 |
Denoising Ground Penetrating Radar Images Using Generative Adversarial Networks NQ Hoang, S Kang, JS Lee International Conference on Geotechnics for Sustainable Infrastructure …, 2023 | | 2023 |
Deep learning approach for GPR image classification NQ Hoang, S Kang, SY Kim, J Park, JS Lee, HK Yoon Smart Geotechnics for Smart Societies, 2151-2154, 2023 | | 2023 |
Effects of fine matters on strength and stiffness QN Hoang, SY Kim, JU Song, JS Lee 16th Asian Regional Conference on Soil Mechanics and Geotechnical …, 2020 | | 2020 |
Geotechnical Subsurface Characterization of Seasonally Frost Soils Using Crosshole-Type Dynamic Cone Penetrometer Test N Kim, JS Lee, S Kang, K Park, QN Hoang, G Park Available at SSRN 4837329, 0 | | |