Affiliation:
1. Department of Civil Engineering, University of Ottawa, Ottawa, Ontario, Canada
2. DST Consulting Engineers Inc., Thunder Bay, ON, Canada
Abstract
This paper presents experimental and finite element analysis (FEA) results with respect to the deformation behaviour of a sandy soil associated with an artificial rooting system. The mechanics of unsaturated soils is used as a tool in the interpretation of the results. The modulus of elasticity, H, associated with the matric suction was measured and used as a key input parameter in the FEA along with the soil–water characteristic curve. The FEA was carried out using the commercial finite element software SEEP/W and SIGMA/W. Comparisons are provided between the measured deformation and that predicted from the FEA. A reasonably good agreement is observed between the measured and predicted deformation behaviour. The study shows that the proposed FEA technique can be used as a tool to estimate the deformation behaviour in soils associated with tree-roots suction.
Subject
Management, Monitoring, Policy and Law,Nature and Landscape Conservation,Geochemistry and Petrology,Waste Management and Disposal,Geotechnical Engineering and Engineering Geology,Water Science and Technology,Environmental Chemistry,Environmental Engineering
Cited by
2 articles.
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1. A theoretical model for total suction effects by tree roots;Environmental Geotechnics;2019-09-01
2. Editorial;Environmental Geotechnics;2015-02