Numerical analysis of failure mechanism observed in backfills supported by masonry walls
Author:
Affiliation:
1. Istanbul Medipol University, Turkey
2. Yeditepe University, Turkey
3. Istanbul University - Cerrahpaşa, Turkey
4. National Laboratory for Civil Engineering, Portugal
Publisher
FapUNIFESP (SciELO)
Subject
Multidisciplinary
Link
http://www.scielo.br/scielo.php?script=sci_pdf&pid=S0001-37652023000301701&tlng=en
Reference35 articles.
1. Stability of granite drystone masonry retaining walls: II. Relevant parameters and analytical and numerical studies of real walls;ALEJANO LR;Géotechnique,2012
2. Determination of active failure surface geometry for cohesionless backfills;ALTUNBAS A;Geomech Eng,2017
3. DEM modelling of retained backfill: Influence of particle shape for different stress paths and densities;ALTUNBAS A;Geomech Eng,2021
4. Numerical analysis of the stability of a slope reinforced with piles;CAI F;Soils Found,2000
5. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods;CHENG YM;Comput Geotech,2007
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