A Parametric Study of the Effect of Trees on Residential Footing Design on Expansive Soils

Author:

Sun XiORCID,Li JieORCID

Abstract

AbstractThe influence of trees on residential footings constructed on expansive soils has long been a concern of geotechnical engineers since the invasive tree root could exert suction forces on the soil surrounding them and extract a considerable amount of water depending on seasonality, leading to significant shrinkage settlement and the subsequent foundation failure. In this study, a Eucalypt, Corymbia maculata, planted in an expansive clay site in Melbourne, Australia, was closely monitored for 44 months to assess tree-induced soil moisture patterns and ground movement. Monthly tree water use was measured using a sap flow sensor over 12 months. The results show that the tree consumed 53 kL of water annually, with the highest water demand of 5.9 kL in December and the lowest monthly water use of 2.7 kL in June. The soil suction and moisture content profiles reveal that the desiccating effect of tree roots extended to 3 m depth, while the ground movement data shows a significant shrinkage settlement at a distance equal to half the tree height (HT). A parametric study was also carried out to examine the influence of various parameters on footing design for the effect of trees and the consequent construction cost. It was found that homeowners could save a construction cost of about 32% if the footing is built at a distance of 0.6 HT from the tree compared to the cost for a footing constructed at a distance less than or equal to 0.5 HT.

Funder

Australian Research Council

Royal Melbourne Institute of Technology

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference26 articles.

1. AS 1289 (2009a) Methods for Testing Soils for Engineering Purposes, Method 3.1.2, Soil Classification Tests – Determination of the Liquid of a Soil– One Point Casagrande Method (Subsidiary method). Standards Australia International Ltd, Sydney, Australia

2. AS 1289 (2009b) Methods for Testing Soils for Engineering Purposes, Method 3.2.1, Soil Classification Tests – Determination of the Plastic Limits of a Soil (Standard Method). Standards Australia International Ltd, Sydney, Australia

3. AS 2870 (2011) Residential slab and footings. Standards Australia International Ltd, Sydney, Australia

4. AS1289 (1992) Methods for Testing Soils for Engineering Purposes, Method 2.1.1, Soil Moisture Content Tests – Determination of the Moisture Content of a Soil – Oven Drying Method (Standard Method). Standards Australia International Ltd, Sydney, Australia

5. AS1289 (2003) Methods for Testing Soils for Engineering Purposes, Method 7.1.1, Determination of the Shrinkage Index of a Soil; Shrink Swell Index. Standards Australia International Ltd, Sydney, Australia

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