Ahn, S. N., Ahn, K. K., Lee, C. H., Lee, J. D. and Jung, J. W. (2020), Evaluation of dynamic properties and ground-response analysis of soil reinforced with cement and biopolymer, Journal of the Korean Society of Hazard Mitigation, 20(5), 291~296.
10.9798/KOSHAM.2020.20.5.291Choi, J. S. (2016), A Proposal on Micro and Macro Mapping Methods for Liquefaction Hazard in Korea, Journal of Korean.
Erminio, S., Giusepe, M., Maria. C., Davide. G. and Giovanni. S. (2020), “Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation”, J. Geotech. Geoenviron. Eng., 146 (10).
10.1061/(ASCE)GT.1943-5606.0002346Falihah, M., Gang, S., Ryou, J. E., Hong, W. T. and Jung, J. (2025), Penetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures, Journal of Geotechnical and Geoenvironmental Engineering, 151(4), 04025011.
10.1061/JGGEFK.GTENG-12696F. Dezi. and A. Merli. (2021), “Asseng the Effectiveness of a Liquefaction Mittigation Intervention in some Urbanized Coastal Areas in Italy”, 17th World Conference on Earthquake Engineering, 17WCEE Sendai, Japan.
Ha, I. (2018), Understanding of liquefaction phenomenon occurred during Pohang earthquake, The magazine of the Korean society of hazard mitigation, 18(1), 13~17.
Hwang, B.Y., Han, J.T., Kim, J.K. and Kwak, T.Y. (2020), “Liquefaction Characteristic of Pohang Sand Based on Cyclic Triaxial Test”, Journal of the Korean Geotechnical Society, Vol. 36, No. 9, pp. 21~32.
Iwasaki, T. (1986), Soil liquefaction studies in Japan: state-of-the-art, Soil Dynamics and Earthquake Engineering, 5(1), 2~68.
10.1016/0267-7261(86)90024-2Jang, C., Yang, B., Hong, W. T., Ahn, J. and Jung, J. (2024), Soil improvement using agar gum polymer for seismic liquefaction mitigation, Soil Dynamics and Earthquake Engineering, 177, 108405.
10.1016/j.soildyn.2023.108405Jang, Y. E., Seo, H., Kim, B., Han, J. T. and Park, D. (2020), Selection of ground motions for the assessment of liquefaction potential for South Korea, Journal of the Earthquake Engineering Society of Korea, 24(2), 111~119.
10.5000/EESK.2020.24.2.111Jung, J., Ryou, J. E., Yang, B. and Hong, W. T. (2024), Pore network approach to evaluate the injection characteristics of biopolymer solution into soil, Smart Structures and Systems, An International Journal, 34(1), 51~62.
Kim, B. (2018), Damage cases induced by Dec 15 2017 Pohang earthquake: Geotechnical engineering aspect, The magazine of the Korean society of hazard mitigation, 18(1), 9~12.
Kim, J., Han, J. T. and Kwak, T. Y. (2020), A Study on the Applicability of Amplification Factor to Estimate Peak Ground Acceleration of Pohang Area. Journal of the Korean Geotechnical Society, 36(11), 21~33.
Lee, J. Y., Ryou, J. E., Lee, S., Yang, B., Park, C. and Jung, J. (2025), Improvement of underwater durability and liquefaction evaluation of biopolymer-treated soil using tannic acid, Journal of Rock Mechanics and Geotechnical Engineering.
10.1016/j.jrmge.2025.05.003Maurer, B.W., Green, R.A., van Ballegooy, S., Bradley, B.A. and Upadhyaya, S. (2017), Performance comparison of probabilistic and deterministic liquefaction triggering models for damage assessment in 23 global earthquakes, Geo-Risk 2017, pp. 31~42
10.1061/9780784480700.004Ministry of Interior and Safety (2018), Pohang earthquake white paper, Ministry of Interior and Safety, Korea.
Park, S.S., Nong, Z., Choi, S.G. and M, H.D. (2018), Liquefaction Resistance of Pohang Sand, Journal of the Korean geotechnical society, Vol. 34, No. 9, pp. 5~17.
Ryou, J. E., Lee, J. Y., Hong, W. T., Yang, B. and Jung, J. (2024), Effects of curing and soil type on unconfined compressive strengths and hydraulic conductivities of thermo-gelation biopolymer treated soils, Construction and Building Materials, 432, 136493.
10.1016/j.conbuildmat.2024.136493Rouzbeh, R. and Kentaro, H. (2015), “Liquefaction resistance and residual shear strength of soil improved by permeable grouting method”, Conference: Japanese Geotechnical Society Symposium on Practical Design of Chemical GroutingAt: Tokyo, Japan.
Shin, D. S. and Kim, H. S. (2017), Evaluation of the Site Specific Ground Response in Korean Urban Site, Journal of the Korea Academia-Industrial cooperation Society, 18(6), 250~255.
10.5762/KAIS.2017.18.1.483Sun, C. G., Cho, C. S., Son, M. and Shin, J. S. (2013), Correlations between shear wave velocity and in-situ penetration test results for Korean soil deposits, Pure and Applied Geophysics, 170(3), 271~281.
10.1007/s00024-012-0516-2- Publisher :Korean Geo-Environmental Society
- Publisher(Ko) :한국지반환경공학회
- Journal Title :Journal of the Korean Geo-Environmental Society
- Journal Title(Ko) :한국지반환경공학회 논문집
- Volume : 26
- No :12
- Pages :5-12
- Received Date : 2025-09-12
- Revised Date : 2025-09-16
- Accepted Date : 2025-10-21
- DOI :https://doi.org/10.14481/jkges.2025.26.12.5


Journal of the Korean Geo-Environmental Society




