Finite element modeling of swelling soil pressures using joint/interface elements
There could be some discontinuities in a soil media such as layers, earth structures, cracks,
and fissures so that estimation of stresses and deformations in these types of soil masses
are somewhat different from continuous masses. The discontinuities in a soil mass could be
considered as a special link between two blocks. Transmitted swelling pressures affected by
the soil properties of the backfill especially at the interface between the backfill and retaining
wall. In order to estimate the transmitted swelling pressure distribution behind a retaining …
and fissures so that estimation of stresses and deformations in these types of soil masses
are somewhat different from continuous masses. The discontinuities in a soil mass could be
considered as a special link between two blocks. Transmitted swelling pressures affected by
the soil properties of the backfill especially at the interface between the backfill and retaining
wall. In order to estimate the transmitted swelling pressure distribution behind a retaining …
[PDF][PDF] Finite Element Modeling of Swelling Soil Pressures Using
AŞM Aytekin - Geotech Geol Eng, 2008 - academia.edu
There could be some discontinuities in a soil media such as layers, earth structures, cracks,
and fissures so that estimation of stresses and deforma-tions in these types of soil masses
are somewhat different from continuous masses. The discontinuities in a soil mass could be
considered as a special link between two blocks. Transmitted swelling pressures affected by
the soil properties of the backfill especially at the interface between the backfill and retaining
wall. In order to estimate the transmitted swelling pressure distribution behind a retaining …
and fissures so that estimation of stresses and deforma-tions in these types of soil masses
are somewhat different from continuous masses. The discontinuities in a soil mass could be
considered as a special link between two blocks. Transmitted swelling pressures affected by
the soil properties of the backfill especially at the interface between the backfill and retaining
wall. In order to estimate the transmitted swelling pressure distribution behind a retaining …
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