Soil Liquefaction Assessment by CPT and VS Data and Incomplete-Fuzzy C-Means Clustering
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02669-1.pdf
Reference69 articles.
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2. Andrus RD, Stokoe KH (1999) Liquefaction resistance based on shear wave velocity
3. Andrus RD, Stokoe KH II (2000) Liquefaction resistance of soils from shear-wave velocity. J Geotech Geoenviron Eng 126:1015–1025
4. Benbouras MA, Petrişor A-I, Zedira H, Ghelani L, Lefilef L (2021) Forecasting the bearing capacity of the driven piles using advanced machine-learning techniques. Appl Sci 11:10908
5. Bezdek JC (1981) Pattern recognition with fuzzy objective function algorithms. New York (N.Y.) : Plenum press.
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2. Soil Characterization and Liquefaction Potential Mapping in Nepal’s Terai Region;Geotechnical and Geological Engineering;2024-02-10
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