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Numerical Analysis of Geosynthetic Reinforced Walls

Müellif Atena Shahandashti · f Moghadas nejad
Materyal türü Basma eser
Dil Farsça
Tarih 2016
Yüzyıl 21. yüzyıl
Kurum Internet Archive
Kaynak Internet Archive
Not In this study, stability of geosynthetic reinforced soil retaining walls investigated using PLAXIS code that is based on finite element method. The effects of axial stiffness, length and vertical space between geosynthetic layers, internal friction angle of soil wall and cohesion of foundation on de
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Atena Shahandashti · f Moghadas nejad, Numerical Analysis of Geosynthetic Reinforced Walls, 2016, Internet Archive, https://archive.org/details/httpscivil-ferdowsi.um.ac.irarticle_28765.htmllangen.