Case study: 3D mobilized strength of compacted fill

Water infiltration can cause softening of compacted structural fill and a reduction of the shear strength from the peak compacted strength to the fully softened strength (FSS) with an accompanying reduction in drained factor of safety (FoS). This study presents two-dimensional (2D) and 3D stability...

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Bibliographische Detailangaben

Veröffentlicht in:	Canadian geotechnical journal 2024-06, Vol.61 (6), p.1177-1188
Hauptverfasser:	Idries, Abedalqader, Stark, Timothy D., Moya, Lucia, Lin, Jiale
Format:	Artikel
Sprache:	eng
Schlagworte:	Construction Failure surface Infiltration Safety factors Shear strength Stability analysis Two dimensional analysis Water conveyance Water infiltration Water pipelines Water supply Water supply systems
Online-Zugang:	Volltext
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