Soil Liquefaction Assessment by CPT and VS Data and Incomplete-Fuzzy C-Means Clustering

Assessing soil liquefaction potential is a crucial consideration in the seismic design of structures and their seismic stability. The complex nonlinear behavior of the liquefiable soils and the non-deterministic nature of earthquakes make the liquefaction analysis vague. Accordingly, researchers hav...

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Bibliographic Details
Published in:	Geotechnical and geological engineering Vol. 42; no. 3; pp. 2205 - 2220
Main Authors:	Mohammadikish, Saeideh, Ashayeri, Iman, Biglari, Mahnoosh, Yarmohamadi, Amir
Format:	Journal Article
Language:	English
Published:	Cham Springer International Publishing 01.05.2024 Springer Nature B.V
Subjects:	Algorithms Civil Engineering Clustering Cone penetration tests Earth and Environmental Science Earth Sciences Earthquakes Geotechnical Engineering & Applied Earth Sciences Hydrogeology Liquefaction Machine learning Original Paper S waves Seismic activity Seismic design Seismic stability Seismic velocities Shear wave velocities Soil Soils Terrestrial Pollution Waste Management/Waste Technology Wave velocity Incomplete data ) Cone penetration test (CPT) Fuzzy c-means clustering Liquefaction Shear wave velocity test (V
ISSN:	0960-3182, 1573-1529
Online Access:	Get full text
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