Probabilistic Liquefaction Hazard Analysis of Low Seismic Region: A Case Study of Chiang Rai City
Author:
Affiliation:
1. Chulalongkorn University
2. University of Bengkulu
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/17/10_v10.OS-6-02/_pdf
Reference19 articles.
1. 1) Beaty, M. H. and P. M. Byrne (2011): UBCSAND constitutive model version 904aR. Itasca UDM Web Site 69.
2. 2) Boulanger, R. W. and I. Idriss (2008): Closure to liquefaction susceptibility criteria for silts and clays. Journal of geotechnical and geoenvironmental engineering 134, no. 7: 1027-1028.
3. 3) Boulanger, R. W. and I. Idriss (2014): CPT and SPT based liquefaction triggering procedures. Report No. UCD/CGM. -14 1.
4. 4) Chiou, B. S.-J. and R. R. Youngs (2014): Update of the Chiou and Youngs NGA model for the average horizontal component of peak ground motion and response spectra. Earthquake Spectra 30, no. 3: 1117-1153.
5. 5) Galavi, V., Petalus, A., and Brinkgreve, R.B.J. (2013): Finite element modelling of seismic liquefaction in soils. Geotechnical Engineering Journal of the SEAGS & AGSSEA 44, no. 3: 55-64.
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