In this section
@inproceedings{Tsiampousi:2023:e3sconf/202338213007,
author = {Tsiampousi, A},
doi = {e3sconf/202338213007},
publisher = {EDP Sciences},
title = {3D effects of soil-atmosphere interaction on infrastructure slope stability},
url = {http://dx.doi.org/10.1051/e3sconf/202338213007},
year = {2023}
}
TY - CPAPER
AB - It has long been established that pore water pressure (pwp) variations affect the stability and serviceability of slopes. Pwp variations may be due to consolidation/swelling processes within soils of low permeability or may be due to seasonal evapotranspiration and precipitation processes. The simultaneous study of such phenomena and of hydro-mechanical coupling in sloping ground requires use of advancednumerical methods. Often, infrastructure slopes are considered in plane strain (two-dimensional) conditions for simplicity and to date this is the case for most numerical analyses considering soil-atmosphere interaction. However, this approach makes it impossible to study the longitudinal extent of a possible slip surface forming following vegetation removal. Three-dimensional, fully-coupled numerical analyses of acut slope were performed herein to study the effect of vegetation clearance on stability and explore numerically ways of implementing effective vegetation management.
AU - Tsiampousi,A
DO - e3sconf/202338213007
PB - EDP Sciences
PY - 2023///
SN - 2267-1242
TI - 3D effects of soil-atmosphere interaction on infrastructure slope stability
UR - http://dx.doi.org/10.1051/e3sconf/202338213007
ER -
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