Jie Li, Yiyi Zhou, Lei Guo and Haman Tokhi
School of Civil, Environmental and Chemical Engineering, RMIT University, Australia
Trees have long been known to cause damage to pavements and residential buildings as a result of soil desiccation by
tree roots. As part of a long term study of the effects of trees on the performance of residential structures, a field site was
established in early 2011 in Melbourne. This paper details the site selection, establishment and instrumentation, and
provides some of the preliminary results.
Trees and shrubs contribute to property values by enhancing appearance, reducing noise, screening unsightly views,
cutting energy costs, and attracting birds and other wildlife. Trees however, may present a nuisance if they become too
large for the streetscape, lose branches in storms and uplift pavements or cause soil desiccation problems (Cameron et al
2006). Past research has shown that tree root systems can cause greater ground movements in the dry season than would
be expected without the presence of trees (Cameron, 2001). If the shrinkage settlements are significant, pavements and
residential buildings may deflect significantly and result in structural damage. Holland (1982) inspected over 500 cases
of foundation failures in clay soil area in Melbourne Metropolitan region and found that approximately 30% of these
failures were directly attributed to tree drying settlement.
Current engineering guidelines are unable to provide any recommendations on the potential influence on soil drying of
the different species of trees. Furthermore, engineering attempts to design footings for the additional ground movement
due to trees are often flawed owing to poor knowledge of the water demands of various tree species.
Although the effects of trees on soil desiccation have long been appreciated, attempts to quantify them are inadequate
and attempts to model them are few and relatively crude. This is because the physical processes and arrangements
involved are complex, and the measured data available to formulate and calibrate models is similarly scarce (Fityus et al,
2007). As part of a long term study of the effects of climate and trees on the behaviour of expansive unsaturated soils
and performance of the residential buildings, a field site was established in early 2011 in Glenroy, a northern suburb of
Melbourne. The Glenroy site was selected for this study because the geology is typical of many existing and new
residential housing estates in Melbourne and is representative of basaltic clay. The site has been instrumented to allow
relative humidity, solar radiation, wind direction and speed, rainfall, sap flow of trees, soil moisture conditions and
ground movements to be closely monitored. A series of laboratory tests were also performed on soil specimens collected
at the field site. The primary objective of the Glenroy field study is to collect high quality field data that can be used to
evaluate and develop numerical models for soil drying by trees. A secondary aim is to develop an improved
understanding of the physical processes that drive tree root-expansive soil interaction. With this information, it is hoped
that more reliable and rational models which take into account soil evaporation, rainfall infiltration, tree root water take
rate, soil suction, root extent, the soil deformation and footing behaviour can be developed.
This paper provides a detailed description of the establishment of the field site at Glenroy and presents some of the
2. SITE SELECTION
The major concerns at the planning stage were the need to ensure site access for a period of at least five years and
protection of instrumentation in an urban setting. The site chosen for field instrumentation is located in Glenroy East,
approximately 13 km north of Melbourne CBD and some 500 m north of the Northern Golf Club. It lies within the City
of Moreland council boundary.
The site was selected on the basis of the following criteria:
Melbourne has a mild, temperate climate with warm to hot summers, mild autumns, cool to cold winters and cool
springs. The climate at the Glenroy site is characterised by pronounced seasonal variations with a mean minimum
temperature1 of 5.2° in the coldest month (July) and a mean maximum temperature2 of 26.3° in the hottest month
(January). The annual average precipitation is around 590 mm and annual average sunshine is about 2,373 hours. The
geography of the site is needed also to evaluate evapotranspiration. The site has latitude of 37° 42′ 6.6″ S and longitude
of 144° 56′ 0.9″ E. The elevation above sea level is about 78 m.
The general plan of the test site is shown in Figure 1. The site is flat, approximately 43 m long and 17 m wide. The
house on the site is approximately 40 years old and is of single storey full masonry construction:
3. SITE CLASSIFICATION
Four boreholes were drilled to a depth of approximately 3 m for the site classification. The soil profile across the site
was relatively uniform. A typical soil profile for the Glenroy site is given in Table 1. The typical soil profile can be
described as 0.12 m of sandy silt top soil underlain by high plasticity silty clay to a depth of approximately 2.5 m, then
highly to extremely weathered basalt with high strength basalt encountered below 2.9 m. According to Australian
Standard for Residential Slabs and Footings AS2870 (2011), the design depth of suction change, Hs and the surface
suction change, Δu at Glenroy site can be taken as 2.3 m and 1.2 pF respectively. Shrink-swell tests were conducted in
accordance with AS 1222.214.171.124 (1992) and the results are presented in Figure 2. It should be noted that a shrinkage index
of 4%/pF would be regarded as a highly expansive soil, 6%/pF very highly expansive and 8%/pF, an extremely
expansive soil. Figure 2 also shows profiles of plastic limits and liquid limits. The site classification for reactivity (based
the predicted surface movement, ys, for the site) following AS2870 (2011) is H1 (ie. highly reactive with 40 mm < ys ≤
|Depth (m)||Soil Description|
|0.00 – 0.12||Sandy Silt (ML), dark grey, moist|
|0.12 – 1.00||Silty Clay (CH), dark grey with pale grey mottling, stiff/moist|
|1.00 – 1.65||Silty Clay (CH), becoming pale grey, some fissuring, very stiff/moist|
|1.65 – 2.50||Silty Clay (CH) becoming friable, moist|
|2.50 – 2.9||Quaternary Basaltic Clay, highly weathered, pale brown, trace calcareous material|
|2.9||Auger refusal on high strength basalt|
1 The long-term average daily minimum air temperature observed during a calendar month and over all years of record (1939-2011).
2 The average daily maximum air temperature, for each month and as an annual statistic, calculated over all years of record (1939-2011).
A 2.5 m high eucalyptus ficifolia was bought from a local nursery and planted at the centre of the front yard (Figure 1).
The initial soil suction profile was measured. The initial height and stem diameter of eucalyptus ficifolia and root
distribution were also recorded. Eucalyptus ficifolia was chosen for this study because it is widely used as a street tree
and in home gardens. The use of the site for a period of at least five year was negotiated with the property owner.
A plan of the instrumentation layout is showed in Figure 3 and a view of the instrumented site is presented in Figure 4.
The instrumentation installed at the site include:
4.1 AUTOMATIC WEATHER STATION
A Decagon automatic weather station (Figure 5) was installed at the site. To avoid obstructions of nearby buildings and
trees, the weather station was mounted on a steel post of 3.2 m, which is fixed to the garage wall.
As shown in Figure 5, the sensors fitted to the Decagon weather station measure:
The weather station is powered by 5 x AAA rechargeable batteries which last up to six months. 1 MB memory of Em50
data logger can store approximately 3400 readings (about two months of data storage). The weather station data are
downloaded to a laptop computer monthly
4.2 SAP FLOW MEASUREMENT
In this research, the SFM sap flow meter was used to obtain transpiration rate by measuring tree trunk sap flow (Figure
6). The SFM is the second generation HRM (Heat Ratio Method) sensor from ICT International which is based on the
HRM principle. Heat Ratio Method (HRM) is an improvement of the Compensation Heat Pulse Method (CHPM) by
allowing very slow and reverse rate of sap flow to be measured (Burgess et al. 2001). Both sap velocity (Vs ) and
volumetric water flow in xylem tissue can be measured using a short pulse of heat as a tracer.
4.3 GROUND MOVEMENT MONITORING
As the nearest Lands Department Benchmark (LDBM) was located approximately 150 m from the research site and was
not easily accessed from the sites. A temporary benchmark (a deep survey datum) was established at the site. A
construction of temporary benchmark is shown in Figure 7(a).
As shown in Figure 7(a), a galvanised steel rod of 25 mm diameter was anchored in concrete at the bottom. A sleeve
made from a polyvinyl chloride (PVC) pipe of 100 mm diameter was placed over the stainless steel rod to isolate the rod
from soil movements occurring above the bedrock. The annulus between the hole and the PVC sleeve was backfilled
with a ten-percent bentonite grout, which provides a low permeability backfill so as to minimise downward migration of
water along the borehole. At the surface, a locking cap was installed to protect the benchmark from disturbance.
Three sub-surface movement probes were installed in 120 mm diameter holes which were either manually or
mechanically bored to depths of 0.5m, 1.0 m and 2.0 m. Figure 7(b) shows a diagram of the design of a typical subsurface
movement probe. It consists of a 25 mm diameter galvanised steel rod with a 65 mm diameter steel base plate
enclosed within a 90 mm diameter PVC tube. The base plate is seated directly in contact with the soil in the bottom of
the hole and the annular space between the boring wall and the PVC pipe was filled with a ten-percent bentonite grout.
Nine surface movement probes were installed at various distances from the eucalyptus tree on the test site so that the
effect of tree root drying on ground movement could be monitored. The layout is illustrated in Figure 3. The surface
movement probes consists of a 170 mm long by 30 mm diameter galvanised steel rod embedded into a 150 mm diameter
by 100 mm high concrete pad.
4.4 NEUTRON MOISTURE METER
The in situ soil moisture content at the site is measured by using a CPN 503DR neutron moisture meter (NMM). Six
aluminium access tubes of 50 mm external diameter and 2.0 mm wall thickness were installed at different distances from
the tree to monitor the moisture patterns of the surrounding soil. All access tubes were sealed at the bottom and fitted
with a screw cap at the top end to prevent the ingress of rain and debris. Also any condensation that may be present in
access tube is removed by a towel tip rod on a regular base. The layout of the access tubes is shown in Figure 2.
The NMM consists of a source of fast (high-energy) neutrons, a thermal neutron detector, and the associated electronic
equipment necessary to power the detector and to display the results. Soil water content is estimated by lowering the
NMM probe into the ground through the access tube, and counting the number of thermalised neutrons that find their
way back to the detector (Li et al, 2003). The main advantage of the neutron method is that repeated measurement of soil
moisture can be made in the access tubes at any interval.
4.5 LABORATORY TESTS
Laboratory tests that were conducted during the initial site investigation and are being continued on soil sample taken
from the Glenroy site at various time to complement the filed data include:
The results of laboratory tests have not been included due to space limitation.
5. PRELIMINARY RESULTS
Monitoring of the Glenroy field site began in May of 2011 and is going to continue for a period of at least three years. In
this section some of preliminary results are presented.
The temperature and rainfall data from the weather station site are presented in Figure 8 and 9 respectively. The
temperature is shown as maximum and minimum daily temperature plotted against date. Over the period between 12
May and 8 December 2011, 475 mm of rain was recorded. Figure 10 presents daily evapotranspiration (mm/day) which
was determined based on the recorded weather station data and the FAO-56 Penman-Monteith equation.
5.2 TRANSPIRATION AND WATER UPTAKE BY TREE
The measured sap flow rate and cumulated sap volume of eucalyptus ficifolia tree between 12 May and 8 December
2011 are plotted in Figure 11. From Figure 12, it can be seen that this tree was transpiring around 0.2 L per day in winter
(between June and early September). Once the warm weather occurred, transpiration increased to 0.8 – 1 L per day
(during October and early December).
Figure 13 shows the diurnal variation of sap flow rates during representative clear days in November 2011. It can be
seen that diurnal courses of sap flow exhibited a bell shape curve, flow rates began to rise from nearly zero after sunrise,
reached a maximum around 12:00 noon, then decreased gradually to nearly zero until midnight. From Figure 13, it can
be seen that the sap flow also closely correlated with changes in solar radiation.
5.3 SOIL MOISTURE VARIATION
The in situ soil moisture content was measured on a monthly base by using a CPN 503 Hydroprobe (neutron probe) at 6
locations as shown in Figure 3. The complete presentation of the neutron probe soil moisture profiles for all locations is
beyond scope of this paper due to the space limitation. Figure 14 shows the extremes of moisture content measured with
the neutron probe at two different locations (NP1 and NP6). The profiles shown represent the upper and lower envelopes
of all readings taken at each depth during the first 12 months. Intermediate values were omitted for clarity.
From Figure 14(b), it can be seen that the moisture content change at the open grassed area, 4.5 m away from 2.5 m high
eucalyptus ficifolia, is confined to the top 1.0 m. There is essentially no change below 1.0 m. The drying influence of the
tree is quite apparent. As shown in Figure 14(a), the soil moisture content at NP1 (near the tree) was much lower than at
NP6 (4.5m away from tree). As well, the depth of soil moisture variation was increased from 1.0 m to 2.5 m.
5.4 GROUND MOVEMENT
Ground movements are monitored on a monthly basis by using a fully automatic, self-levelling Spectra Precision laser
level capable of 0.01 mm resolution. All ground levels are measured against the benchmark. Ground movement results
are reported to a precision of 0.1mm relative to the levels at installation. The measured soil movements at the ground surface at various locations are given in Table 2. It is evident that the soil near eucalyptus experienced a larger shrinking
settlement compared to soil away from the tree.
Table 2: The measured ground surface movement (mm)
|0.5 m away from tree||-0.5mm||-2.5 mm||-1.5 mm||-4.5 mm||1.0 mm|
|1.0 m away from tree||0.5 mm||-2.0 mm||0.5 mm||-3.0 mm||0.5 mm|
|4.5 m away from tree||1.5 mm||-1.5 mm||0 mm||-2.5 mm||4.5 mm|
Note: Negative values indicate settlement and positive mean soil heave.
A field site for study of the influence of trees on residential buildings has been established in Glenroy, Melbourne.
Evapotranspiration, sap flow of tree, soil moisture content and ground movement are being monitored on a regular basis.
The experience gained to date with instrumentation has shown that the SFM sap flow meter is a reliable tool for
measuring transpiration and water uptake by tree.
The preliminary results suggest that:
Australian Standard AS 12126.96.36.199. Methods for testing soils for engineering purposes: method 7.1.1: determination of
the shrinkage index of a soil; shrink swell index. Standards Australia, 1992.
Australian Standard AS 2870. Residential slabs and footings. Standards Australia, 2011.
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