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