Clay slope stability computations/Molio šlaito stabilumo skaičiavimas

This paper presents new ideas about the possibilities to increase the reliability of clay slope stability computation method. Many known methods are proved to give controversial results. The reason for this discrepancy is explained to be the result of assumptions and simplifications introduced into...

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Bibliographic Details
Main Authors: Narimantas Titas Ždankus, Gediminas Stelmokaitis
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2008-09-01
Series:Journal of Civil Engineering and Management
Subjects:
Online Access:https://journals.vgtu.lt/index.php/JCEM/article/view/6870