Effect of hydraulic parameters on the computed serviceability of infrastructure slopes
Author(s)
Tsiampousi, Aikaterini
Zdravkovic, Lidija
Potts, David M
Type
Conference Paper
Abstract
Atmospheric phenomena such as rainfall and evapotranspiration contribute to slope movements in unsaturated soils, the study of which requires fully coupled numerical methods, combined with realistic boundary conditions and appropriate mechanical and hydraulic soil properties. This paper focuses on the effect of the hydraulic behaviour, and in particular of the modelling of the soil-water retention curve and the permeability on slope movements, with the aim of identifying which model parameters are critical and, therefore, require careful experimental identification.
Editor(s)
Cardoso, R
Jommi, C
Romero, E
Date Issued
2020-10-16
Date Acceptance
2020-10-01
Citation
2020, 195
ISSN
2267-1242
Publisher
E D P Sciences
Volume
195
Copyright Statement
© The Authors, published by EDP Sciences 2020
License URL
Sponsor
Engineering & Physical Science Research Council (E
Geotechnical Consulting Group LLP
Identifier
http://gateway.webofknowledge.com/gateway/Gateway.cgi?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000659488200001&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=1ba7043ffcc86c417c072aa74d649202
Grant Number
RF080376 - FAO: Linda Morris
CISM_P60087
Source
4th European Conference on Unsaturated Soils (E-UNSAT)
Subjects
Science & Technology
Technology
Life Sciences & Biomedicine
Engineering, Environmental
Engineering, Civil
Engineering, Geological
Environmental Sciences
Engineering
Environmental Sciences & Ecology
CRITICAL-STATE
Publication Status
Published
Start Date
2020-10-19
Finish Date
2020-10-21
Coverage Spatial
Lisboa, Portugal
Date Publish Online
2020-10-16