Technical Papers
Jun 2, 2016

Field Investigation and Numerical Analysis of Residential Building Damaged by Expansive Soil Movement Caused by Tree Root Drying

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 1

Abstract

Trees have long been known to cause damages to pavements and buildings as a result of soil desiccation by tree roots. This paper presents a case study of a residential house damaged by expansive soil movement caused by tree root drying. Daily transpiration and water uptake of a large Eucalypt tree, located 7 m from the northwest corner of the house, was monitored by using a sap flow meter. A numerical analysis was conducted to estimate the soil suction distribution and soil movement under influence of the tree. The measured soil suction profiles indicated that the large Eucalypt tree on the site had influenced the soil moisture condition to a depth of approximately 3.5 m, i.e., 1.5 m below the level of underpins. The case study revealed that the damage was most likely caused by tree root drying, and the differential foundation movements that had occurred after installation of underpins could be attributed to relatively shallow depth of underpins.

Get full access to this article

View all available purchase options and get full access to this article.

References

ABAQUS [Computer software]. Dassault Systèmes, Waltham, MA.
Brooks, R. H., and Corey, A. T. (1964). “Hydraulic properties of porous media.” Colorado State Univ., Fort Collins, CO.
Cameron, D. A. (1989). “Tests for reactivity and prediction of ground movement.” Civ. Eng. Trans. IE Aust., 31(3), 121–132.
Cameron, D. A. (2001). “The extent of soil desiccation near trees in a semi-arid environment.” Int. J. Geotech. Geol. Eng., 19(3), 357–370.
Goldfinch, J. (1995). “Relationship between soil movement, buildings and trees.” Trees in the Urban Environment Seminar, Royal Australian Institute of Parks and Recreation, Adelaide, Australia, 1–18.
Holland, J. E., and Richards, J. (1982). “The relationship of trees and housing in the Melbourne clay soils.” Landscape Aust., (3), 251–260.
Li, J., and Cameron, D. A. (2002). “A case study of a courtyard house damaged by expansive soils.” J. Perform. Constr. Facil., 169–175.
Li, J., Cameron, D. A., and Ren, G. (2014a). “Case study and back analysis of a residential building damaged by expansive soils.” Comput. Geotech., 56, 89–99.
Li, J., Sun, D. A., Sheng, D. C., Sloan, S., and Fredlund, D. G. (2007). “Preliminary study on soil-water characteristics of Maryland clay.” 3rd Asian Conf. on Unsaturated Soil, Science Press, Beijing, 569–574.
Li, J., Zhou, Y., Guo, L., and Tokhi, H. (2014b). “The establishment of a field site for reactive soil and tree monitoring in Melbourne.” J. Aust. Geomech., 49(2), 63–72.
Mitchell, J. K. (1976). Fundamentals of soil behavior, Wiley, New York.
Standards Australia (SA). (1992). “Methods of testing soil for engineering purposes, soil moisture content tests: Determination of total suction of a soil.” AS 1289.2.2.1, Sydney, Australia.
Standards Australia (SA). (2003). “Methods for testing soils for engineering purposes: Method 7.1.1: Determination of the shrinkage index of a soil; shrink swell index.” AS 1289.7.1.1, Sydney, Australia.
Standards Australia (SA). (2011). “Residential slab and footings.” AS 2870, Sydney, Australia.
van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil. Sci. Soc. Am., 44(5), 892–898.
Wescor, Inc. (2001). “Logan, Utah HR-33T dew point microvoltmeter. instruction/service manual.” Logan, UT.
Zhang, X., and Briaud, J. (2015). “Three dimensional numerical simulation of residential building on shrink-swell soils in response to climatic conditions.” Int. J. Numer. Anal. Meth. Geomech., 39(13), 1369–1409.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 1February 2017

History

Received: Sep 16, 2015
Accepted: Mar 7, 2016
Published online: Jun 2, 2016
Discussion open until: Nov 2, 2016
Published in print: Feb 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Jie Li, Ph.D. [email protected]
Senior Lecturer, School of Civil, Environmental and Chemical Engineering, RMIT Univ., GPO Box 2476, Melbourne 3001, Australia (corresponding author). E-mail: [email protected]
Postgraduate Student, School of Civil, Environmental and Chemical Engineering, RMIT Univ., GPO Box 2476, Melbourne 3001, Australia. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share