1 |
Sun, C. G. (2004). Geotechnical information system and site amplification characteristics for earthquake ground motions at inland of the Korean peninsula, Ph.D. dissertation, Seoul National University, Seoul, Korea.
|
2 |
Sun, 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 Appl. Geophys, Vol. 170, No. 3, pp. 271-281.
DOI
|
3 |
Sun, C. G., Kim, H. J. and Chung, C. K. (2008). "Deduction of correlations between shear wave velocity and geotechnical in-situ penetration test data." Journal of the Earthquake Engineering Society of Korea, Vol. 12, No. 4, pp. 1-10.
DOI
|
4 |
Youd, T. L. and Idriss, I. M. (2001). "Liquefaction resistance of Soils: summary report from 1996 NCEER and 1998NCEER/NSF workshop on evaluation of liquefaction resistance of soil." Journal Geotech. Geoenviron. Eng., Vol. 127, No. 4, pp. 297-313.
DOI
|
5 |
Cho, H. I., Satish, M. and Kim, D. S. (2016). "Site classification and design response spectra for seismic code provisions." Journal of the earthquake engineering society of Korea, Vol. 20, No. 4, pp. 245-256 (in Korean).
DOI
|
6 |
Choi, J. S., Shin, C. G., Kim, M. M. and Kim, S. I. (2003). "Case study on the assessment for liquefaction potential in a existing costal structure." Proceedings of 2003 KSCE Conference, Vol. 2003, No. 10, pp. 4070-4075 (in Korean).
|
7 |
Chung, C. K., Kim, H. S. and S, C. G. (2014). "Real-time assessment framework of spatial liquefaction hazard in port areas considering site-specific seismic response." Computers and Geotechnics, Vol. 61, pp. 241-253.
DOI
|
8 |
Chung, J. W. and Rogers, J. D. (2011). "Simplified method for spatial evaluation of liquefaction potential in the St. Louis area." Journal Geotech. Geoenviron. Eng., Vol. 137, No. 5, pp. 505-515.
DOI
|
9 |
Chung, J. W. and Rogers, J. D. (2013). "Influence of assumed groundwater depth on mapping liquefaction potential." Environmental & Engineering Geoscience, Vol. 19, No. 4, pp. 377-389.
|
10 |
Iwasaki, T., Tatsuoka, F., Tokida, K. and Yasuda, S. (1978). "A practical method for assessing soil liquefaction potential based on case studies at various site in Japan." 5th Japan Earthquake Engineering Symposium. Vol. II, pp. 641-648.
|
11 |
Iwasaki, T., Tokida, K., Tatsuoka, F., Watanabe, S., Yasuda, S. and Sato, H. (1982). "Microzonation for soil liquefaction potential using simplified methods." Proceedings 3rd International Conference on Microzonation, Seattle, USA. pp. 1319-1330.
|
12 |
Park, S. S. and Kim, Y. S. (2013). "Liquefaction resistance of sands containing plastic fines with different plasticity." Journal of geotechnical and geoenvironmental engineering, Vol. 139, No. 5, pp. 825-830.
|
13 |
Juang, C. H., Liu, C. N., Chen, C. H., Hwang, J. H. and Lu, C. C. (2008). "Calibration of liquefaction potential index: A re-visit focusing on a new CPTU model." Engineering Geology, Vol. 102, No. 1-2, pp. 19-30.
DOI
|
14 |
Kim, H. S., Yoo, S. H., Jand, I. S. and Chung, C. K. (2012). "Realtime damage estimation for harbor site considering ground motion amplification characteristics." Journal of the Korean Geotechnical Society, Vol. 28, No. 5, pp. 55-65 (in Korean).
DOI
|
15 |
Liao, S. C. and Whitman, R. V. (1986). "Overburden correction factors for SPT in sand." Journal Geotechnical Eng., Vol. 112, No. 3, pp. 373-377.
DOI
|
16 |
Luna, R. and Frost, J. D. (1998). "Spatial liquefaction analysis system." Journal Comput. Civil. Eng., Vol. 12, No. 1, pp. 48-56.
DOI
|
17 |
Ministry of Land, Infrastructure and Transport (MLIT) (2017), Urban railway seismic design criteria (in Korean), 29-40.
|
18 |
Rauch, A. F. (1998). Personal Communication. (As cited in Youd, et. al. (2001)).
|
19 |
Seo, M. W., Scott, M. O., Sun, C. G. and Oh, M. H. (2012). "Evaluation of liquefaction potential index along western coast of South Korea using SPT and CPT." Marine Georesources and Geotechnology, Vol. 30, No. 3, pp. 234-260.
DOI
|
20 |
Sitharam, T. G., GovindarRaju. L. and Murthy, B. R. S. (2004). "Evaluation of liquefaction potential and dynamic properties of silty sand using cyclic triaxial testing." Geotechnical Testing Journal, Vol. 27, No. 5, pp. 423-429.
|