1 |
Tonkin & Taylor (2015), Liquefaction vulnerability and geotechnical assessment guidance, Report with Gisborne district council.
|
2 |
Youd, T. L. and Noble, S. K. (1997), Magnitude Scaling Factor, NCCER workshop on Evaluation of Liquefaction Resistance of Soils, Buffalo, pp.149-165.
|
3 |
Choi, Jae Soon, Jang, Seo Yong, and Kim, Soo Il (2007), Detailed Investigation on the Dynamic Excess Pore Water Pressure through Liquefaction Tests using Various Dynamic Loadings, Journal of EESK, Vol.11, No.2, pp.81-94.
|
4 |
EESK (1997), Seismic Design Standard II.
|
5 |
EESK (1999), Seismic Design Guideline for Port and Harbor.
|
6 |
Kim, Soo Il, Park, Inn Joon, and Choi, Jae Soon (2000), A Study on the Assesment of Liquefaction Potential in Korea, Journal of Korean Society of Civil Engineers, KSCE, Vol.20, No.2C, pp.129-139.
|
7 |
Kramer, S. L. (1996), Geotechnical Earthquake Engineering, Prentice Hall, pp.220-223.
|
8 |
Kwan, W. S and Huaz, J. "Effects of irregular loading on sand responses before and after liquefaction initiation", Proceeding of the 11th NCEE, Earthquake Engineering Research Institute, LA, CA, 2018.
|
9 |
Ministry of the Interior and Safety (2017), Common application for Seismic Design Standard.
|
10 |
New-zealand Geotechnical Society (2016), Earthquake geotechnical engineering practice: module 3. Indentification, assessment, and mitigation of liquefaction hazards, Ministry of business, innovation & employment.
|
11 |
Seed, H. B. and Idriss, I. M. (1971), Simplified Procedure for Evaluating Soil Liquefaction Potential, Journal of the Soil Mechanics and Foundations, Vol.97, pp.1249-1273.
|