An improvised three-dimensional slope stability analysis based on limit equilibrium method by using particle swarm optimization

An improvised three-dimensional slope stability analysis based on limit equilibrium method by using particle swarm optimization

Thesis (Ph.D (Civil Engineering))

Bibliographic Details
Main Author:	Kalatehjari, Roohollah
Format:	Thesis
Language:	English
Published:	Universiti Teknologi Malaysia 2024
Subjects:	Slopes (Soil mechanics)—Stability Slopes (Soil mechanics)—Data processing Geotechnical engineering
Online Access:	https://openscience.utm.my/handle/123456789/1517

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