Probabilistic alaysis of embankment loading on a Cam-Clay Foundation
Probabilistic alaysis of embankment loading on a Cam-Clay Foundation
An analysis was carried out for a slice of a saturated foundation soil where the aims were to study it response using Flac 3D.
This numerical model allows to study the behavior of the saturated soil loaded by an embankment and records the displacements and the pore pressure depending on time.The soil behavior corresponds to a Cam-Clay material.A sensivity study was carried out after the validation of the determinist model by using CSRSM where the results are satisfactory.
Amara Nesrine; Sidi Mohammed Aissa Mamoune; Houmadi Youcef
18th African Regional Conference on Soil Mechanics and Geotechnical Engineering (ARCSMGE2024)
Behavior of soils, analysis and modeling
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