Upper bound seismic limit analysis of geosynthetic-reinforced unsaturated soil walls

The assessment of the internal stability of geosynthetic-reinforced earth retaining walls has historically been investigated in previous studies assuming dry backfills. However, the majority of the failures of these structures are caused by the water presence. The studies including the water presenc...

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Bibliographic Details
Published in:	Geotextiles and geomembranes Vol. 48; no. 4; pp. 419 - 430
Main Authors:	Alhajj Chehade, H., Dias, D., Sadek, M., Jenck, O., Hage Chehade, F.
Format:	Journal Article
Language:	English
Published:	Essex Elsevier Ltd 01-08-2020 Elsevier BV Elsevier
Subjects:	Backfill Civil Engineering Discretization Dynamic stability Earth reinforcement Earth retaining wall Earthquake loads Engineering Sciences Failure mechanisms Geosynthetics Geotechnology Groundwater levels Géotechnique Limit analysis Matric suction Nonlinear equations Pseudo-dynamic Retaining walls Seismic analysis Seismic engineering Seismic stability Shear strength Soil stability Soil strength Soil suction Soils Stability analysis Systems stability Unsaturated soil Unsaturated soils Upper bounds Water table Geosynthetics Limit analysis Discretization Unsaturated soil Earth retaining wall Pseudo-dynamic
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