1. Ahn, J.K, Choi, J.S, Baek, W.H, and Kwak, D.Y (2018) Investigation of Pohang Earthquake Liquefaction Using 1D Effective-Stress Site Response Analysis. Journal of the Korean Geotechnical Society, Vol. 34, No. 8, pp. 37-49.
2. Biot, M.A (1941) General Theory of Three-Dimensional Consolidation.
Journal of Applied Physics, Vol. 12, pp. 155-164.
3. Biot, M.A (1955) Theory of elastic and consolidation for a porous anisotropic solid.
Journal of Applied Physics, Vol. 26, No. 2, pp. 182-185.
4. Boulanger, R.W, and Idriss, I.M (2008) Closure to Liquefaction Susceptibility Criteria for Silts and Clays.
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 7, pp. 1413-1426.
5. Boulanger, R.W, and Idriss, I.M (2014) CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. Journal of Geotechnical And Geoenvironmental Engineering, University of California at Davis, April 2014.
6. Boulanger, R.W, and Ziotopoulou, K (2015) PM4SAND (Version3):A Sand Plasticity Model for Earthquake Engineering Applications. Report No. UCD/CGM-15/01. Center for Geotechnical Modeling Department of Civil and Environmental Engineering University of California Davis, California.
7. Braja, M.D (2002). Geotechnical Engineering Handbook. Vol. 1-3: New Jersey: John Wiley &Sons, (2002)-10.
8. Bryne, P.M (1991) A Cyclic Shear-Volume Coupling and Pore Pressure Model for Sand. International Conference on Recent Advances in Geotechnical Earthquake Engineering &Soil Dynamics.
9. Campbell, K.W, and Bozorgnia, Y (2008) NGA ground motion model for the geometric mean horizontal component of PGA, PGV, PGD and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10s.
Earthquake spectra, Vol. 24, No. 1, pp. 139-171.
10. Choi, J.H, Klinger, Y, and Kim, Y.S (2017) Recent Research Trends on Surface Rupture Characteristics Associated with Large-Scale Earthquakes.
Journal of the Korean Geological Society, Vol. 53, No. 1, pp. 129-157.
11. Graves, R.W, and Pitarka, A (2010) Broadband ground- motion simulation using a hybrid approach.
Bulletin of the Seismological Society of America, Vol. 100, No. 5A, pp. 2095-2123.
12. Graves, R.W, and Pitarka, A (2015) Refinements to the Graves and Pitarka (2010) broadband ground-motion simulation method.
Seismological Society of America, Vol. 86, No. 1, pp. 75-80.
13. Groholski, D.R, and Hashash, Y.M.A (2016) Simplified Model for Small-Strain Nonlinearity and Strength in 1D Seismic Site Response Analysis.
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 142, No. 9, pp. 1-14.
14. Jaky, J (1944) The coefficient of earth pressure at rest. Journal of the Society of Hungarian Architects and Engineers, Budapest, Vol. 78, No. 22, pp. 355-358.
15. Jeong, S, and Oh, J.S (2023) Liquefaction Evaluation of Nakdonggang Delta Deposits Using Broadband Hybrid Ground Motion Simulation and Ambient Noise Surface Wave Analysis.
Journal of the Korean Hazard Mitigation Society, Vol. 23, No. 1, pp. 179-190.
16. Jo, N.D, and Baag, C.E (2003) Estimation of spectrum decay parameter k and stochastic prediction of strong ground motions in southeastern Korea.
Journal of the Earthquake Engineering Society of Korea, Vol. 7, No. 6, pp. 59-70.
17. Kayen, R, Moss, R.E.S, Thompson, E.M, Seed, R.B, Cetin, K.O, der Kiureghian, A, Tanaka, Y, et al (2013) Shear- Wave Velocity-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential.
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 139, No. 3, pp. 407-419 https://doi.org/10.1061/(ASCE)GT.1943-5606.0000743.
18. Kim, J.H (2023) Characterization of dynamic site properties in the Gimhae Plains using the Microtremor Array Method and the Horizontal-to-Vertical Spectral Ratio method. Master's thesis, Changwon National University.
19. Kim, J.H, and Jeong, S (2022) Determination of Shear Wave Velocity in Deep Deposits of Gimhae Plain by Ambient Noise Surface Wave Analysis. Journal of the Korean Geotechnical Society, Vol. 38, No. 8, pp. 17-27.
20. Kim, J.H, and Jin, H.S (2023) Liquefaction Evaluation Using One-Dimensional Effective Stress Analysis with the UBC3D-PLM Model. Journal of the Korean Geotechnical Society, Vol. 33, No. 1, pp. 151-167.
21. Kim, K.H, Park, J.H, Park, Y, Hao, T.Y, and Kim, H.J (2017) Crustal structure beneath the southern Korean Peninsula from local earthquakes.
Geophysical Journal International, Vol. 209, No. 2, pp. 969-978.
22. Kim, S, Rhie, J, and Kim, G (2011) Forward waveform modelling procedure for 1-D crustal velocity structure and its application to the southern Korean Peninsula.
Geophysical Journal International, Vol. 185, No. 1, pp. 453-468.
23. Kim, S.K, Kim, Y.T, and Kim, J.H (2014) The Guidelines for Designing Vertical Drain Boards in Deep Soft Ground. Geotechnical Engineering, Vol. 30, No. 5, pp. 15-24.
24. Kim, Y.J, and Ko, G.W (2020) A Review of Liquefaction Evaluation Criteria Using Simplified Methods. Journal of the Korean Geotechnical Society of Earthquake Engineering, Vol. 24, No. 5, pp. 197-207.
25. Kim, Y.S, and Jin, K.M (2006) Estimation of Seismic Scale of Active Faults Using Displacement Data of Trench Cross-Sections. Journal of the Korean Geological Society, Vol. 42, No. 1, pp. 115-123.
26. Korea Institute of Geoscience and Mineral Resources (KIGAM) (2006) Report on Aggregate Resources in the southern part of Gyeongsangbuk-do, Ministry of Construction and Transportation.
27. Korea Water Resources Corporation (K-WATER) (2015) Report on Aggregate Resources in Pohang and Gyeongju cities, Ministry of Land, Infrastructure, and Transport.
28. Kramer, S.L (1996) Geotechnical Earthquake Engineering. Prentice-Hall, New Jersey.
29. Kyung, J.B (2010) Paleoseismological Study and Evaluation of Maximum Earthquake Magnitude along the Yangsan and Ulsan Fault Zones in the Southeastern Part of Korea. Geophysics and Geophysical Exploration, Vol. 13, No. 3, pp. 187-197.
30. Leonard, M (2010) Earthquake Fault Scaling:Self-Consistent Relating of Rupture Length, Width, Average Displacement, and Moment Release.
Bulletin of the Seismological Society of America, Vol. 100, No. 5A, pp. 1971-1988.
31. Lee, H.I, and Kim, J.C (2018) Characteristics of Sand Volcano Development Due to Liquefaction from the 2017 Pohang Earthquake and a Paleoseismological Approach.
Journal of the Korean Society of Geological Society, Vol. 54, No. 3, pp. 221-235.
32. Lim, H.J, Jung, L.Y, Oh, D.H, Kang, H.J, and Son, M (2020) Liquefaction Hazard Assessment of Busan Metropolitan City by Using Rapid Evaluation Method for Seismic Recurrence Periods. The Journal of Engineering Geology, Vol. 30, No. 4, pp. 589-602.
33. Lysmer, J, and Kuhlemeyer, R.L (1969) Finite Dynamic Model for Infinite Media.
Journal of the Engineering Mechanics Division, Vol. 95, No. 4, pp. 859-877.
34. Lysmer, J, and Wass, G (1972) Shear Waves in Plane Infinite Structures.
Journal of the Engineering Mechanics Division, Vol. 98, No. 1, pp. 85-105.
35. Ministry of the Interior and Safety (MOIS) (2017) Report on the Occurrence and Response to the Pohang Earthquake in Gyeongbuk, Central Disaster and Safety Countermeasures Headquarters. 2017) Vol. 11, pp. 16.
36. Ministry of Land Infrastructure and Transport (MOLIT) (2018) Korea Seismic Design Standard (KDS 17 10 00), Ministry of Land, Infrastructure and Transport, Korea (in Korean).
37. Ministry of Land Infrastructure and Transport, and Korea Infrastructure Safety Corporation (MOLIT and KISC) (2020) Guidelines for Seismic Performance Evaluation of Existing Facilities (Foundations and Ground).
38. National Disaster Management Research Institute (NDMI) (2019) Report on the Development of Liquefaction Evaluation Techniques Reflecting Ground Characteristics, Ministry of the Interior and Safety.
39. Park, D.H, and Kwak, D.Y (2009) Liquefaction Prediction Using Simplified Methods and Effective Stress Site Response Analysis. Journal of the Korean Geotechnical Society, Vol. 25, No. 3, pp. 75-82.
40. Park, S, Hong, T.K, and Rah, G (2021) Seismic hazard assessment for the korean peninsula.
Bulletin of the Seismological Society of America, Vol. 111, No. 5, pp. 2696-2719.
41. Park, S.S (2008) Evaluation of Liquefaction in Reclaimed Land Using Effective Stress Analysis and Equivalent Linear Analysis. Journal of the Korean Society of Civil Engineers, Vol. 28, No. 2, pp. 83-94.
42. Phillips, C, and Hashash, Y.M.A (2009) Damping formulation for nonlinear 1D Site response analyses.
Soil Dynamics and Earthquake Engineering, Vol. 29, No. 7, pp. 1143-1158.
43. Prevost, J.H (1985) A simple plasticity theory for frcitional cohesionless soils.
International Journal of soil Dynamics and Earthquake Engineering, Vol. 4, No. 1, pp. 9-17.
44. Sambit, P.N, Gwon, O.S, Park, K.W, and Kim, Y.S (2020) Land damage mapping and liquefaction potential analysis of soils from the epicentral region of 2017 Pohang Mw 5.4 earthquake, South Korea.
Sustainability, Vol. 12, No. 3, pp. 1234.
45. Seed, H.B, and Idriss, I.M (1970) Analyses of ground motions at Union Bay, Seattle during earthquake and distant nuclear blasts.
Bulletin of the Seismological Society of America, Vol. 60, No. 1, pp. 125-136.
46. Seed, H.B, and Idriss, I.M (1971) Simplified Procedure for Evaluating Soil Liquefaction Potential.
Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 97, No. 9, pp. 1249-1273.
47. Vuectic, M, and Dobry, R (1991) Effect of Soil Plasticity on Cyclic Response.
Journal of Geotechnical Engineering, Vol. 117, No. 1, pp. 89-107.
48. Yang, Z, and Elgamal, A (2002) Influence of Permeability on Liquefaction-Induced Shear Deformation.
Journal of Engineering Mechanics, Vol. 128, No. 7, pp. 720-729.
49. Youd, T.L, and Idriss, I.M (2001) Liquefaction Resistance of Soils:Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils.
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 4, pp. 297-313.