State Parameter Based Liquefaction Probability Evaluation-Reference-Cited by-同舟云学术

State Parameter Based Liquefaction Probability Evaluation

Published:2023-10-30 Issue:6 Volume:9 Page:
ISSN:2199-9260
Container-title:International Journal of Geosynthetics and Ground Engineering
language:en
Short-container-title:Int. J. of Geosynth. and Ground Eng.

Author:

Kumar Kishan^ORCID,Samui Pijush,Choudhary S. S.

Publisher

Springer Science and Business Media LLC

Subject

Polymers and Plastics,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40891-023-00495-2.pdf

Reference77 articles.

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2. Bolton SH, Idriss IM (1971) Simplified procedure for evaluating soil liquefaction potential. J Soil Mech Found Div 97(9):1249–1273. https://doi.org/10.1061/JSFEAQ.0001662

3. Youd TL, Idriss IM (2001) Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEERNSF workshops on evaluation of liquefaction resistance of soils. J Geotech Geoenviron Eng 127(4):297–313. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:4(297)

4. Johari A, Khodaparast AR (2014) Analytical reliability assessment of liquefaction potential basedon cone penetration test results. Sci Iran 21(5):1549–1565

5. Juang CH, Ching J, Ku CS, Hsieh YH (2015) Unified CPTu-based probabilistic model for assessing probability of liquefaction of sand and clay. Géotechnique 62(10):877–892. https://doi.org/10.1680/GEOT.9.P.025

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