[0001] This invention relates to a method and a plant for treating foundation soils by means
of electro-osmosis.
[0002] As is known, electro-osmosis is a method involving modification of the amount of
water contained in a soil by means of application of a unidirectional voltage between
two points of the soil and is advantageously applied in the case of clayey soils and
the like. Indeed, in general, it is known that by applying a direct voltage between
two points of the soil, the water contained in it tends to move from the positive
electrode to the negative electrode. However, this being a method which in itself
is known to experts in the field, it will not be described in further detail as regards
its operating principles.
[0003] Until now, electro-osmosis has been used with two opposite aims: either to remove
water from excessively wet soils, or to add water to excessively dry soils.
[0004] In particular, examples of this latter application are described in patent applications
EP 1 108 817 and
EP 2 231 934.
[0005] In all of the prior art applications the electro-osmosis process is carried out by
applying a direct voltage between the electrodes driven into the soil so as to generate,
in the soil, the circulation of a unidirectional direct current.
[0006] In the case of rehydration of the soil, the technique described in patent application
EP 2 231 934 (more complete and detailed than the other patent application referred to) requires
the overall length of treatment to be around six months, divided into a first step
in which a direct voltage of between 10 V and 50 V is applied between the electrodes,
and a second step (twice as long as the first step) in which an increased direct voltage,
equal to at least 100 V and advantageously between 200 V and 400 V is applied between
the electrodes.
[0007] Also according to the above-mentioned patent applications, the negative electrodes
of the plant must be positioned at the pressure bulb below the foundations present
in the soil, whilst the positive electrodes are positioned further away from the building.
In other words, in most applications, if seen in plan view the electrodes are positioned
according to two concentric circles, one at the foundations and one more external.
[0008] However, the prior art technology has several disadvantages.
[0009] First, as has been seen, with the prior art plants the times necessary to obtain
the desired result are relatively lengthy.
[0010] Second, the prior art methods require the use of relatively high direct voltages
which result in equally high consumption and consequent costs. Moreover, in some cases,
the high voltages involved may even be dangerous for people who accidentally come
into contact with them (especially at the end of treatment, hazardous step voltages
could even be generated).
[0011] Furthermore, placing the electrodes according to the prior art methods is relatively
complicated and invasive, since is requires insertion of the electrodes directly below
the foundations, often necessitating drilling of the foundations.
[0012] A further disadvantage of the prior art is the inability to treat all of the layers
of the foundation soil in a sufficiently uniform way. Even the solution proposed in
patent application
EP 2 231 934 which involves the use of two sets of electrodes at different depths is, in fact,
unable to overcome this disadvantage.
[0013] Another significant disadvantage of all of the prior art methods and plants is their
inability to allow the best level of the amount of water in the soil to be reached
and maintained. In fact, depending on the applications, there is always the risk of
bringing the amount of water above or below the preset level.
[0014] Finally, but by no means less importantly, the prior art plants have the significant
disadvantage of not allowing definitive results to be achieved. Indeed, after months
of treatment, only a relatively short time is needed before the soil, if left untreated,
loses or accumulates water, sinking or rising according to the specific cases.
[0015] In this context, the technical purpose which forms the basis of this invention is
to provide a method and a plant for treating foundations soils by means of electro-osmosis
which overcome the above-mentioned disadvantages.
[0016] In particular, the technical purpose of this invention is to provide a method and
a plant for treating foundation soils by means of electro-osmosis which allows a reduction
in energy consumption and the related costs compared with the prior art methods.
[0017] It is also the technical purpose of this invention to provide a method and a plant
for treating foundation soils by means of electro-osmosis which, at least in the most
complete embodiments, guarantee a result which is constant as time passes.
[0018] A further technical purpose of this invention is to provide a method and a plant
for treating foundation soils by means of electro-osmosis which, at least in some
embodiments, allow precise control of the level of water contained in the soil.
[0019] Yet another technical purpose of this invention is to provide a method and a plant
for treating foundation soils by means of electro-osmosis which, at least in some
embodiments, allow easier installation of the electrodes in the soil and which guarantees
more uniform treatment of the different layers of the soil.
[0020] The technical purpose specified and the aims indicated are substantially achieved
by method and a plant for treating foundation soils by means of electro-osmosis as
described in the appended claims.
[0021] Further features and the advantages of this invention are more apparent in the detailed
description, with reference to the accompanying drawings which illustrate several
preferred, non-limiting embodiments of a method and a plant for treating foundation
soils by means of electro-osmosis, in which:
- Figure 1 is a schematic plan view of a first embodiment of the method and the plant
according to this invention;
- Figure 2 is a view of a more complex embodiment of the method and the plant of Figure
1, with some parts cut away for clarity;
- Figure 3 is a view of a first way of applying the method according to this invention
using the plant of Figure 1, for increasing the water content of the foundation soil;
- Figure 4 is a view of a second way of applying the method according to this invention
using the plant of Figure 1, for reducing the water content of the foundation soil;
- Figure 5 is a schematic plan view with many parts cut away for clarity, of a second
embodiment of the method according to this invention;
- Figure 6 is an axial section of a piece of a pipe and of an electrode;
- Figures 7 to 12 show six different waveforms which can be used for supplying voltage
to the electrodes according to this invention, represented in graphs with the voltage
value on the y-axis and the time on the x-axis. The method for treating foundation
soils by means of electro-osmosis according to this invention comprises in general,
and similarly to the prior art methods, at least the operating steps of inserting
in a foundation soil a plurality of first electrodes 1 and a plurality of second electrodes
2 which are spaced out and designed to so that in practice one plurality forms the
positive electrodes and the other the negative electrodes, and the step of applying,
at least for a predetermined period of time, a unidirectional voltage between the
first electrodes 1 and the second electrodes 2 to render them respectively positive
and negative electrodes, or negative and positive electrodes. In this way it is possible
to bring about a circulation of unidirectional current between the electrodes through
the soil, and consequently to draw water into or to remove water from the foundation
soil being treated.
[0022] However, in accordance with a first innovative aspect of this invention, unlike all
of the prior art methods in which the voltage applied is a direct voltage, in accordance
with this invention the voltage application step is performed by applying between
the first electrodes and the second electrodes 2 a pulsating unidirectional voltage
in such a way as to cause a passage of pulsating unidirectional current between the
first electrodes and the second electrodes 2 and through the soil.
[0023] As is explained in more detail below, the choice of which electrodes to use as the
positive electrodes and which to use as the negative electrodes depends both on the
type of work to be carried out (drawing water in or removing it), and on their arrangement
in the foundation soil. In fact, this first aspect of this invention may be implemented
irrespective of the arrangement of the electrodes in the soil, which may therefore
be of the conventional type (as described for example in patent applications
EP 1 108 817 and
EP 2 231 934) or of the innovative type described below.
[0024] Depending on requirements, the pulsating unidirectional voltage may be generated
with any waveform. For example, Figure 11 shows the case of a unidirectional voltage
obtained by means of half-wave rectification of a sinusoidal voltage, while Figure
12 shows the case of a pulsating voltage obtained by means of full-wave rectification
of a sinusoidal voltage. In contrast, Figure 10 shows a case similar to that of Figure
11 in which only every other half wave is used.
[0025] However, in the preferred embodiments, a square wave unidirectional voltage is used,
such as that illustrated in Figures 7 to 9.
[0026] Depending on requirements, either the voltage may be applied in such a way that each
pulse lasts for a time equal to the time separating two consecutive pulses (preferred
solution illustrated in Figures 9 and 11), or the length of the pulse and of the time
separating two consecutive pulses may be different (the length of the pulse being
greater than the separating time in the case in Figures 7 and 12, less than it in
the case in Figures 8 and 10).
[0027] As regards the value of the voltage applied and the frequency of the pulses, various
solutions may be used. In particular they may be constant in time or vary according
to various parameters.
[0028] In particular, in the preferred embodiment both the value and the frequency are reduced
as the desired result is approached. In other words, the greater the difference between
the water content of the soil and the desired water content to be reached, the greater
both the voltage value applied and the frequency of the pulses are. Consequently,
in general the voltage and frequency values will be greater at the start of treatment,
then will be drastically reduced when treatment reaches the steady state.
[0029] However, in most embodiments, the variation range of the voltage applied is between
2 and 50 V, whilst that of the frequency of the pulses is between several Hertz (advantageously
5 - 10 Hz) and several thousand (advantageously around 2000 Hz). The lowest values
are those applicable with treatment at the steady state.
[0030] Tests carried out by the Applicant showed that, even by using relatively low voltages
which allow energy consumption to be kept low, powering the electrodes with a pulsating
unidirectional voltage allows a faster migration of the water in the soil than the
prior art plants.
[0031] A second innovative aspect of this invention, which could even be applied irrespective
of what is described above (that is to say, by powering the electrodes in the conventional
way with direct voltage), relates to the way in which the various electrodes are positioned
in the foundation soil.
[0032] In fact, in its preferred embodiment, in the method according to this invention the
steps of inserting the first electrodes 1 and the second electrodes 2 in the soil
are carried out in such a way as to position the electrodes alternately around the
foundation soil to be treated, as shown in Figures 1 and 2. In this way, the first
electrodes 1 (represented by black dots in Figures 1 and 2) and the second electrodes
2 (represented by white dots) are substantially arranged along an annular path surrounding
the foundation soil and are alternated. It should be noticed that, in the absence
of further electrodes, the arrangement just described is suitable only for drawing
water into the foundation soil. In contrast, it cannot be used for removing water
from the foundation soil.
[0033] However, according to the preferred embodiment of this invention, the method and
the plant are not designed exclusively to remove water from or draw water into the
foundation soil, but to allow both such operations to be performed depending on requirements,
in order to achieve true control of the soil water content. Consequently, if the foundation
soil tends to dry out, the method comprises action to rehydrate it, whilst if it tends
to accumulate excess water, the method comprises action to remove the excess.
[0034] This may be achieved with various arrangements of the electrodes. In particular,
said result may be achieved with a conventional type arrangement of the electrodes
such as that illustrated in Figure 5, simply using the first electrodes 1 and the
second electrodes 2 respectively as the negative electrodes and as the positive electrodes
for rehydration, and respectively as the positive electrodes and as the negative electrodes
for removing excess water.
[0035] However, according to the preferred embodiment illustrated in Figure 1, where the
first electrodes and the second electrodes 2 surround the foundation soil and are
alternated, the method comprises a further operating step of inserting in the foundation
soil one or more third electrodes 3 (three in Figure 1) at a central position relative
to the foundation soil to be treated. The third electrodes 3 must be supplied with
voltage independently of the other electrodes, so that they can be used as negative
electrodes if the treatment is intended to draw water into the foundation soil, and
as positive electrodes if the treatment is intended to remove water from the foundation
soil (the ways of use are described in more detail below).
[0036] Also according to the preferred embodiment, the method then comprises an operating
step of measuring the amount of water contained in the soil (for example with one
or more suitable probes 4 inserted in the soil, or using the electrodes themselves),
and an operating step of comparing the value measured and a reference value (which
advantageously will correspond to the ideal water content for that soil) to determine
if the soil can be considered too dry or too wet. Depending on the result of the comparison,
the method comprises two different ways of proceeding. If the value measured is less
than the reference value, the method comprises applying the voltage in such a way
that the first electrodes 1 are the positive electrodes and the second electrodes
and the third electrodes 3 are the negative electrodes. If the value measured is greater
than the reference value, the method comprises applying the voltage in such a way
that the first electrodes and second electrodes 2 are the negative electrodes and
the third electrodes 3 are the positive electrodes. The two situations are represented
visually respectively in Figures 3 and 4 which show only the foundations and the electrodes.
The positive electrodes are shown as white dots and the negative electrodes are shown
as black dots.
[0037] Advantageously, the method comprises systematically repeating the measurement and
comparison steps, and of swapping the ways of applying the voltage just described
if the value measured passes from a value which is less than or greater than the reference
value, to a value which is respectively greater than or less than it.
[0038] Another particularly advantageous aspect of this invention (not necessarily linked
to the others described above) is the fact that to guarantee that the result remains
constant as time passes, the method comprises that the electro-osmotic process is
implemented for a indefinite period, not just for a limited period of time as was
traditionally the case. However, that is particularly advantageous in the case in
which the method comprises true control of the water content as described above.
[0039] If, during the steady state, low voltages are used, maintaining the electro-osmotic
process for an indefinite period also involves absolutely low operating costs.
[0040] Similarly to the prior art methods, the method according to this invention may comprise,
if water has to be drawn into the foundation soil, a step of feeding additional water
to the soil. The water can advantageously be fed by feeding it close to the positive
electrodes using a plurality of pipes 5 inserted in the soil (a solution which in
itself is known). However, while according to the known methods the positive electrodes
are inserted in the water feed pipes 5, according to this invention, the positive
electrodes are positioned in the soil outside the pipes 5, advantageously at their
outer surface (Figure 6). Since in the preferred embodiments there are no exclusively
positive electrodes (the polarity depends on how they are to be used), the pipes 5
will be positioned only at those electrodes intended to be used as positive electrodes
if water has to be drawn into the foundation soil.
[0041] In accordance with the preferred embodiment, the pipes 5 are at least partly piezometric,
that is to say, provided with a plurality of openings 6 distributed along their length
(slits in the case illustrated in Figure 6). Preferably, however, said openings 6
are provided only from a depth lower than that of the foundations 7 present in the
soil, in such a way as to limit the risks of water absorption by the foundations 7.
[0042] Also according to the preferred embodiment, the electrodes are not points as in the
prior art, but are elongate elements 8 inserted deep in the soil and which act as
electrodes at least along most of their length, for treating the entire thickness
of the soil in which they are inserted.
[0043] Advantageously, at least the electrodes designed to be used as positive electrodes
are made of a passivated metal (for example titanium) in order to prevent corrosion.
In contrast, the others may be made of stainless steel.
[0044] To facilitate their fixing in the ground, the electrodes may be made of a plurality
of modular components which are connected end-on and whose lower portion may comprise
an expanded penetrating head (solution not illustrated).
[0045] Moreover, in the preferred embodiment, the electrodes (and, if present, the pipes
5) extend vertically in the soil at least covering a depth equal to the width of the
short side of the foundations 7 (the vertical side in the accompanying drawings 1
to 4). Obviously, in the case of complex foundations 7 the "short side" must be interpreted
on each occasion also with reference to individual parts of the foundations 7.
[0046] As regards the plant according to this invention (illustrated in Figures 1 and 2),
in order to be able to implement the first innovative aspect described above, it comprises
a plurality of first electrodes 1 which can be inserted in the foundation soil, a
plurality of second electrodes 2 which can be inserted in the foundation soil, and
means 9 for application of a voltage between the first electrodes and the second electrodes
2, structured in such a way as to supply a pulsating unidirectional voltage of the
type described above.
[0047] At least in the case in which the plant is designed for the dual purpose of increasing
or reducing the water content depending on requirements, it also comprises at least
one probe 4 for measuring the amount of water (moisture) contained in the foundation
soil (four in Figure 2), and an electronic control unit 10 operatively connected to
the probe 4 for receiving the value measured from it and, and also connected to the
voltage application means 9 to control their activation. In the case of the plant
of Figure 5 (where the control unit 10, probe 4 and electrical connections are not
illustrated, since they are similar to those of Figure 1), the control unit 10 is
programmed to swap the polarity of the first electrodes 1 and the second electrodes
2 as indicated above. As an alternative to using suitable probes 4 for measuring the
amount of water (moisture), it is also possible to use as probes 4 the electrodes
themselves and the control unit 10. By using the control unit 10 to apply a voltage
between two electrodes and measuring the current circulating it is possible to ascertain
the resistance (or resistivity) of the soil between the electrodes. Then, a specific
calibration is all that is needed in order to be able to monitor the trend of the
soil water content. Therefore, hereinafter, any references to probes 4 refer to all
possible embodiments of them.
[0048] In contrast, in the case of the preferred embodiment in Figure 1, the plant also
comprise even one or more third electrodes 3 which can be inserted in the foundation
soil and can be powered by the voltage application means 9, and the electronic control
unit 10 is programmed to compare the value measured by the probe 4 with the reference
value and, if the value measured is less than the reference value, to have the voltage
applied in such a way that the first electrodes 1 are the positive electrodes and
the second electrodes and the third electrodes 3 are the negative electrodes, whilst,
if the value measured is greater than the reference value, it has the voltage applied
in such a way that the first electrodes and the second electrodes 2 are the negative
electrodes and the third electrodes 3 are the positive electrodes. In Figure 1 the
dashed lines represent a first electric line 11, a second electric line 12 and a third
electric line 13 which connect the voltage application means 9 respectively to the
first electrodes 1, to the second electrodes 2 and to the third electrodes 3.
[0049] In the case in which the plant also allows the possibility of feeding the soil with
additional water, it also comprises means 14 for feeding the external water at the
positive electrodes, and the control unit 10 is connected to said feed means 14 to
control their activation depending on the value measured by the probe 4. Advantageously,
the feed means 14 comprise a plurality of pipes 5 inserted in the soil as described
above and a hydraulic feed circuit 15 intercepted upstream by at least one solenoid
valve 16 controlled by the control unit 10. Although in the embodiment illustrated
in Figure 2 (where all of the parts relating to the electric power supply to the electrodes
have been cut away for clarity) there is a single solenoid valve 16 which controls
the feeding of water to all of the pipes 5, in other, more complex embodiments not
illustrated, the hydraulic circuit 15 may be divided into a plurality of branches,
each equipped with a solenoid valve and designed to feed only a limited number of
pipes 5. Combining that embodiment with the use of several probes 4 distributed in
the foundation soil (as illustrated in Figure 1) it is possible to feed the water
selectively only in the zones which require it.
[0050] This invention brings important advantages.
[0051] First, the use of a unidirectional power supply voltage that is pulsating rather
than direct allows a reduction in the times needed to achieve the desired result compared
with the conventional methods, more so in the case of variation of the peak voltage
value applied and the frequency of the pulses according to what is indicated above.
[0052] Second, using very low steady state voltages (two orders of magnitude less than the
conventional methods) it is possible to keep the plant operating endlessly with consumption,
and consequent costs, which are practically negligible. Consequently, it is also possible
to obtain a definitive result. Moreover, the use of low voltages also minimises the
risks for people.
[0053] By adopting the preferred arrangement of the electrodes described above, their installation
is easy and non-invasive.
[0054] The use of elongate electrodes allows all of the layers of the foundation soil to
be treated in a uniform way.
[0055] In addition, by adopting the more complete embodiment which allows an inversion of
the electro-osmosis operation, it is possible to achieve and maintain the best level
of the amount of water in the soil.
[0056] Finally, it should be noticed that this invention is relatively easy to produce and
that even the cost linked to implementing the invention is not very high. The invention
described above may be modified and adapted in several ways without thereby departing
from the scope of the inventive concept. Moreover, all details of the invention may
be substituted with other technically equivalent elements and the materials used,
as well as the shapes and dimensions of the various components, may vary according
to requirements.
1. A method for treating foundation soils by means of electro-osmosis, comprising the
operating steps of:
inserting in a foundation soil a plurality of first electrodes (1) and a plurality
of second electrodes (2) which are spaced out; and
applying, at least for a predetermined period of time, a unidirectional voltage between
the first electrodes (1) and the second electrodes (2) to render them respectively
positive and negative electrodes, or negative and positive electrodes and thus bring
about a circulation of unidirectional current between the electrodes through the soil,
consequently drawing water into or removing water from the foundation soil;
characterised in that the step of applying the voltage is performed by applying to the electrodes a pulsating
unidirectional voltage in such a way as to cause a passage of pulsating unidirectional
current between the first electrodes and the second electrodes (2) and through the
soil.
2. The method according to claim 1, characterised in that the steps of inserting the first electrodes (1) and the second electrodes (2) in
the soil are carried out in such a way as to position the electrodes alternately around
the foundation soil to be treated.
3. The method according to claim 2, characterised in that it also comprises the operating step of inserting one or more third electrodes (3)
in the soil in a central position relative to the foundation soil to be treated, and
also being characterised in that the third electrodes (3) are used as negative electrodes if the treatment is intended
to draw water into the foundation soil, and as positive electrodes if the treatment
is intended to remove water from the foundation soil.
4. The method according to claim 3,
characterised in that it also comprises the operating steps of:
measuring the amount of water contained in the soil;
comparing the value measured with a reference value;
if the value measured is less than the reference value, applying the voltage in such
a way that the first electrodes (1) are the positive electrodes and the second electrodes
and third electrodes (3) are the negative electrodes; and
if the value measured is greater than the reference value, applying the voltage in
such a way that the first electrodes and the second electrodes (2) are the negative
electrodes and the third electrodes (3) are the positive electrodes.
5. The method according to claim 4, characterised in that the measurement and comparison steps are systematically repeated, and also characterised in that the ways of applying the voltage are swapped if the value measured passes from a
value which is less than or greater than the reference value, to a value which is
respectively greater than or less than it.
6. The method according to any of the foregoing claims, characterised in that it is implemented for an indefinite period of time.
7. The method according to any of the foregoing claims, characterised in that, if water has to be drawn into the foundation soil, it comprises a step of feeding
water to the soil.
8. The method according to claim 7, characterised in that the step of feeding water is carried out by feeding the water close to the positive
electrodes using a plurality of pipes (5) which are inserted in the soil.
9. The method according to claim 8, characterised in that the electrodes are positioned in the soil outside the pipes (5), and also being characterised in that the pipes (5) are at least partly piezometric.
10. The method according to any of the foregoing claims, characterised in that the voltage is applied with a square wave profile and/or characterised in that the voltage is applied in such a way that each pulse lasts for a time equal to or
different to the time separating two consecutive pulses.
11. The method according to any of the foregoing claims, characterised in that the voltage is applied with a value and/or a frequency which may vary as time passes.
12. The method according to any of the foregoing claims, characterised in that the electrodes are placed in contact with the soil at least along most of their length,
for treating the entire thickness of the soil in which they are inserted.
13. A plant for electro-osmotic treatment of foundation soils, comprising:
a plurality of first electrodes (1) which can be inserted in the foundation soil;
a plurality of second electrodes (2) which can be inserted in the foundation soil;
means (9) for applying a voltage between the first electrodes and the second electrodes
(2);
characterised in that the voltage application means (9) supply a pulsating unidirectional voltage.
14. The plant according to claim 13, characterised in that it also comprises one or more third electrodes (3) which can be inserted in the foundation
soil and can be powered by the voltage application means (9), at least one probe (4)
for measuring the amount of water contained in the foundation soil, and an electronic
control unit (10) operatively connected to the probe (4) for receiving the value measured
from it, and also connected to the voltage application means (9) for controlling their
activation, and also being characterised in that the electronic control unit (10) is programmed to compare the value measured with
a reference value and, if the value measured is less than the reference value, to
have the voltage applied in such a way that the first electrodes (1) are positive
electrodes and the second electrodes and the third electrodes (3) are negative electrodes,
whilst, if the value measured is greater than the reference value, it has the voltage
applied in such a way that the first electrodes and the second electrodes (2) are
negative electrodes and the third electrodes (3) are positive electrodes.
15. The plant according to claim 14, characterised in that it also comprises means (14) for feeding the external water at the positive electrodes,
the control unit (10) being connected to said feed means (14) for controlling their
activation depending on the value measured.