과제정보
본 연구는 국토교통부/국토교통과학기술진흥원의 지원으로 수행되었으며 이에 감사드립니다(과제번호: 22SCIP-C151438-04).
참고문헌
- Salman Rahimi, Clinton M. Wood, and Liam M. Wotherspoon (2020), "Influ ence of Soil Aging on SPT-Vs Correlation and Seismic Site Classification", Engineering Geology, Vol.272.
- Park, S., Nong, Z., Choi, S., and Moon, H. (2018), "Liquefaction Resistance of Pohang Sand", Journal of the Korean Geothecnical Society, Vol.34, No.9, pp.5-17.
- Hwang, B., Han, J., Kim, J., and Kwak, T. (2020), "Liquefaction Characteristic of Pohang Sand Based on Cyclic Triaxial Test", Journal of the Korean Geothecnical Society, Vol.36, No.9, pp.21-32.
- Kim, Y., Ko, K., Kim, B., Park, D., Kim, K., Han, J., and Kim, D. (2020), "Evaluation of Liquefaction Triggering for the Pohang Area Based on SPT and CPT Tests", Journal of the Korean Geothecnical Society, Vol.36, No.10, pp.57-71.
- Boulanger, R. W. and Idriss, I. M. (2004), "Evaluating the Potential for Liquefaction or Cyclic Failure of Silts and Clays", Center for Geotechnical Modeling Department of Civil & Environmental Engineering University of California Davis, California, .
- Lentini, Valentina and Castelli Francesco (2019), "Liquefaction Resistance of Sandy Soils from Undrained Cyclic Triaxial Tests", Geotechnical and Geological Engineering, Vol.37, pp.201-216. https://doi.org/10.1007/s10706-018-0603-y
- Ishihara, Kenji and Li sang-il (1972), "Liquefaction of Saturated Sand in Triaxial Torsion Shear Test", Soils and foundations, Vol.12, No.2, pp.19-39. https://doi.org/10.3208/sandf1972.12.19
- Polito, C. P. and Marin J. R. (2001), "Effects of Nonplastic Fines on the Liquefaction Resistance of Sands", Journal of Geotechnical and Geoenvironmental Engineering, Vol.127, No.5, pp.408-415. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(408)
- Kayabali, K. (1996), "Soil Liquefaction Evaluation Using Shear Wave Velocity", Engineering geology, Vol.44, No.1-4, pp.121-127. https://doi.org/10.1016/S0013-7952(96)00063-4
- Ji, Y., Seo, H., Kang, S., Kim, H., Kim, J., and Kim, B. (2022), "MASW-Based Shear Wave Velocities for Predicting Liquefaction-Induced Sand Boils Caused by the 2017 M5.4 Pohang, South Korea Earthquake", Journal of Geotechnical and Geoenvironmental Engineering, Vol.148, No.4.
- Shibata, T. and Teparaksa, W. (1988), "Evaluation of Liquefaction Potentials of Soils Using Cone Penetration Tests", Soils and foundations, Vol.28, No.2, pp.49-60. https://doi.org/10.3208/sandf1972.28.2_49
- Boulanger, R. W. and Idriss, I. M. (2016), "CPT-Based Liquefaction Triggering Procedure", Journal of Geotechnical and Geoenvironmental Engineering, Vol.142, No.2.
- American Society for Testing and Materials (2013), Standard test method for load controlled cyclic triaxial strength of soil (ASTM D5311).
- Japanese Geotechnical Society (2020), Method and interpretation for geotechnical material test.
- Idriss, I. and Boulanger, R.W. (2008), "Soil Liquefaction during Warthquakes", Earthquake Engineering Research Institute, Berkeley, CA..
- Korean standards (2021), Standard test method for cyclic triaxial strength for evaluating soil liquefaction (KS F 2498).
- Skempton, A. (1954), "The Pore-pressure Coefficients A and B", Geotechnique, Vol.4, No.4, pp.143-147, . https://doi.org/10.1680/geot.1954.4.4.143
- Koh, J.M. and Doh, D.H. (1991), "A Study on the Evaluation of Liquefaction of Sandy Soils by the Cyclic Triaxial Compression Test", Journal of the Korean Society of Agricultural Engineers, Vol.33, No.3, pp.51-62.
- Seo, H. and Kim, D. (2021), "Analysis of the Characteristics of Liquidization Behavior of Sand Ground in Korea Using Repeated Triaxial Compression Test", The Journal of Engineering Geology, Vol.31, No.4, pp.493-506. https://doi.org/10.9720/KSEG.2021.4.493