CONSOLIDATING OF SOILS

Description

FIELD OF THE INVENTION

[0001] The invention relates to a method for consolidating water-containing ground by extracting and discharging water from the ground.

BACKGROUND OF THE INVENTION

[0002] Methods are known and applied to consolidate ground in an area where buildings and/or roads are to be constructed, e. g. from the document EP 0 329 500 A1. Known methods may apply a load onto the ground by an additional thickness of a (ground) material, such as sand. The additional layer, that can several meters thick applies a vertical force onto the ground, by which the water is pushed out of the ground. Such process can be assisted by providing drains into the ground. It is known to vertically provide prefabricated drains into the ground. Such drains have a relatively small cross-sectional surface. An example is a corrugated plate having a width of about 10 centimeters with corrugations of about 5 millimeters deep, which may surrounded by a cloth-like material that is permeable to water to allow water to be collected into but keep ground substantially out of the corrugations. Ground water is collected within the drains and expelled at their top sides. The prefabricated drains are applied into the ground by a known method for driving a hollow mandrel into the ground and can be provided into the ground to depths of several tens of meters, for instance, 60 meters. However, it requires rather long time spans in the order of several months or even more than a year to have extracted a sufficient amount of water from the ground such that it has substantially consolidated.

[0003] In another method drainage trenches are provided in the ground by removing ground material. The drainage trenches are filled with a draining material, like sand, and a pump can be provided at the bottom of the trenches within a surrounding tube like structure. Ground water is collected within the trench and around the pump to be pumped away and expelled at top level. However, such methods require quite some effort and man-hours to make the trenches, supplying sand for filling, ground material from the trenches needs to be taken away or stored on-site, etcetera. A vacuum provided by the pumps within the trenches will assist in collecting water into the trenches, but leakage readily occurs through which vacuum will be lost. This known method has a limited depth range of only 7 to 8 meters in which it can be applied for consolidating ground. Removal of ground material further requires to material to be transported away or to be left on site where it may obstruct or hinder on-site activities.

[0004] In another method drains are applied vertically in the ground. The drains are connected at their top sides collectively to a pump for entraining ground water from the drains. This can be done by connecting the vertical channels to a horizontal drain that is connected to a pump or otherwise connect the individual drains to a collective pump. However, leakage of the known drain system easily occurs, which drastically reduces the pumping capacity. The drains and their connections at the top have to be installed individually in the ground in a non-continuous process, which is not efficient and only a limited amount of water can be pumped away.

SUMMARY OF THE INVENTION

[0005] It is an object of the invention to provide a method for consolidating ground that efficiently consolidates within a relatively short time span.

[0006] It is another or alternative object of the invention to provide a method for consolidating ground that can be provided in a relatively short time.

[0007] It is another or alternative object of the invention to provide a method for consolidating ground that requires a minor amount of effort to apply.

[0008] It is yet another or alternative object of the invention to provide a method for consolidating ground that does not require removing and/or transporting of ground material.

[0009] It is yet another or alternative object of the invention to provide a method for consolidating ground that can be applied to depth of several tens of meters, for instance, 60 meters.

[0010] It is yet another or alternative object of the invention to provide a method for consolidating ground that allows the consolidated ground to be brought back into its original but still consolidated state.

[0011] At least one of these objects is achieved by a method for consolidating water-containing ground, the method comprising

• providing an elongated drain element, the drain element allowing both collection and transport of fluid along a longitudinal direction of the drain element;
• providing a pump to the drain element;
• providing the drain element with the pump into the ground to be consolidated; and
• driving the pump to discharge collected fluid from the drain element. The drain elements can be applied into the ground by known methods and prove to be very efficient in consolidating ground and also very cost-effective. It allows collection, transport and pumping away of both water and air as fluids from the ground. A vacuum is created within the ground for enhanced consolidation. Since the ground water level is lowered, water flow towards the drains will be assisted by gravity forces.

[0012] Advantageously the pump is provided to a bottom end of the drain element, which is effective is very effective in pumping ground water out of the full drain element and providing a vacuum along the drain element to efficiently and effectively provide a vacuum in the ground.

[0013] Preferably, the drain element is provided into the ground in a substantially vertical orientation to reach largest depths and not to damage drain element with the pump and its connections.

[0014] In a preferred embodiment the pump is a gas-driven Venturi pump, especially an air-driven Venturi pump. Such pump can be made quite small and proves very effective with respect to its size, although an air-driven Venturi pump is generally not considered for pumping away liquid.

[0015] In a preferred embodiment the drain element comprises a drain member having a corrugated cross-section transverse to the longitudinal direction of the drain element. Such drain element can be made cost-effectively and with small overall cross-section for easy and efficient application in the ground, while providing very good collection and transport characteristics for water and air. Further, it has shown to be effective in combination with a pump.

[0016] In yet a further preferred embodiment the drain member has a plate-like configuration having corrugations of the corrugated cross-section in a width direction and having a thickness corresponding a height of the corrugations of the corrugated cross-section. Such drain member proves most efficient in manufacturing, application in the ground and fluid collection and transport properties.

[0017] In advantageous embodiments the drain element comprises a fluid-permeable covering that is impermeable to the ground, and wherein the pump is provided inside the covering. Preferably, the drain member is provided inside the covering. Such covering keeps the pump and also corrugation of the drain member free from the ground and ground particles to not obstruct the pump or the channels formed by the corrugations. Although it may not be expected, the provision of the pump outside of the drain member but inside of the covering proves to work very well.

[0018] Preferably, multiple drain elements are provided into the ground, each drain element being provided with a pump in dependence of the permeability and water level in the ground.

[0019] Advantageously, the method further comprises

• providing a top end of the drain element at least 0.5 meters below a surface level of the ground; and/or
• closing a top end of the drain element such as by providing a foil over the top end. This will prevent leakage of the drain element at its top end and thus prevent vacuum loss within the drain element.

[0020] In an effective embodiment the method further comprises

• providing a roll of a continuous stretch of drain element without pump(s);
• determining a required length or lengths of the drain element(s) corresponding to a depth of ground into which the drain element(s) is/are to be provided;
• unrolling parts of the continuous stretch of drain element from the roll corresponding to the determined length(s); and
• providing pumps at positions corresponding to the determined length(s) of the drain element(s). A continuous stretch of drain element without pumps can be effectively provided on such roll. One need not know the required lengths of the actual drain elements at the time of production of the roll with the stretch of drain element. The required length(s) can be determined on-site. On-site the stretch is easily unrolled and the pump(s) added to the required length(s) of drain element(s).

[0021] In a further effective embodiment the method yet further comprises

• rolling the drain element(s) with pump(s) onto a roll; and
• providing the roll to locations where drain elements are to be provided into the ground. Such roll can be prepared both on-site or off-site, as required, and subsequently provided to the actual location where the drain element(s) are to provided into the ground for effective handling of the drain element(s).

[0022] In another effective embodiment the method further comprises separating the determined length(s) of drain element(s) from the continuous stretch of drain element, to have the required length(s) immediately available.

[0023] In another aspect of the invention there is provided a corresponding drain element for use in a method according to any one of the preceding claims, the drain element having an elongated configuration, allowing both collection and transport of fluid along a longitudinal direction of the drain element, and comprising a pump constructed and arranged to discharge collected fluid from the drain element, the drain element being configured to be provided with the pump into the ground to be consolidated.

[0024] In an effective embodiment the pump is arranged within the drain element.

[0025] In an embodiment the drain element is configured such that the pump is provided at a bottom end of the drain element.

[0026] Advantageously, the pump is a gas-driven Venturi pump, especially an air-driven Venturi pump.

[0027] In a preferred embodiment the drain element comprises a drain member having a corrugated cross-section transverse to the longitudinal direction of the drain element.

[0028] In yet a further preferred embodiment the drain member has a plate-like configuration having corrugations of the corrugated cross-section in a width direction and having a thickness corresponding a height of the corrugations of the corrugated cross-section.

[0029] In yet a further preferred embodiment the drain element comprises a fluid-permeable covering that is impermeable to the ground, and wherein the pump is provided inside the covering.

[0030] In yet another preferred embodiment the drain member is provided inside the covering.

BRIEF DESCRIPTION OF THE DRAWINGS

[0031] Embodiments of the invention will further be described with reference to the accompanying drawings, in which like or same reference symbols denote like, same or corresponding parts, and in which

Figure 1 schematically shows a drain element according to the invention provided in ground to be consolidated;

Figure 2 shows a detail of a bottom end of the drain element of figure 1, part of a coverage of the drains shown removed;

Figure 3 shows a cross-section of the drain element of figures 1 and 2;

Figure 4 schematically shows a pump of the drain element in a detailed view;

Figure 5 shows an installation to provide drain elements into the ground and multiple drain elements provided in the ground; and

Figure 6 shows rolls on which a continuous stretch of drain element according to the invention is provided.

DETAILED DESCRIPTION OF EMBODIMENTS

[0032] A drain element 10 is shown provided in ground G to be consolidated in figure 1. The elongated drain element has a length D of, for instance, 60 meters in its longitudinal vertical direction. A bottom side 10A of the drain element is therefore provided at a depth D of 60 meters below a top level of the ground G. Water present in the ground will be collected by the drain element as is shown by arrows C in the figure. At the bottom end 10A the drain element is provided with a pump 20 having a supply connection 21 and a discharge connection 22. The discharge connection 22 is connected to pump 20 by a corner piece 22A, which prevents the discharge connection from being bend. The supply connection 21 is connected to a control system 25 and the discharge connection 22 discharge water collected into a discharge basin 26 in the embodiment shown.

[0033] Figures 2 and 3 shows the drain element 10 in more detail. Figure 2 shows the bottom end 10A of the drain element and figure 3 shows a cross-section. The drain element 10 comprises a plate-like drain member 11 that is corrugated in a cross-section transverse to the longitudinal direction. The drain member 11 has a width W of, for example, 10 centimeters in a direction transverse to the longitudinal direction. The corrugations 11A of the corrugated cross-section have a height H of, for instance 3 to 5 millimeters in a direction transverse to both the width direction and the longitudinal direction. A corrugation has a width W1 of, for instance, also 3 to 5 millimeters. The corrugations 11A provide channels 11B in the longitudinal direction.

[0034] The drain element 11 further comprises a covering 12 of cloth-like material, which geotextile or geotextile-like materials are known as such, that is permeable to water and air but substantially not permeable to ground or ground particles. Water and air contained in the ground can thus enter into the channels 11B of the drain element through the covering while ground particles are blocked. The covering is provided such that it keeps the channels 11B formed by the corrugations 11A open for transport of water and air along the channels in the longitudinal direction.

[0035] The pump 20 is provided at the bottom end 10A of the drain element. The pump is an air-driven Venturi pump, which is shown in more detail in figure 4. Compressed air is supplied in the direction of arrow Ai through supply line 21 from a known control system 25 shown in figure 1. The compressed air enters the pump through a nozzle 21A in the direction of an outlet 20A of the pump. The pump action is in the direction of arrow Ap. An underpressure or vacuum is created at entrance 20A of the pump by the action of compressed air leaving the nozzle. As a result water and air at the bottom of the drain element 10 is pumped through the inlet 20A of the pump towards its outlet 20B and into the discharge connection 22. Subsequently, the water and air is transported upwards through discharge connection 22, shown by arrow Ao, towards and out into the basin 26. Air will enter into the atmosphere but the water will be collected in the basin. The discharged water may be provided elsewhere as well when leaving the discharge connection 22.

[0036] Water and air will be supplied to the pump 20 through the channels formed by the corrugations 11A of the drain member 11. Since air is pumped away by the pump a vacuum will be created within the channels 11B, which will cause a level of vacuum within the ground. A vacuum in the ground causes a preload or surcharge to the ground, which assists in urging water out of the ground. The water will be collected in the channels of the drain element and discharged through discharge line 22 by the pump 20. A top side 11b of the drain element is provided more than 0.5 meters below the surface level of the ground G, for instance, by 2 meters, so that the channels 11B are closed at their tops ends by a layer of ground. Alternatively, the top ends of the drain elements can be closed-off by, for instance, applying a foil, or in any other suitable fashion, when sticking out above or ending close to the surface level of the ground. Loss of vacuum at the top end of the drain elements is therefore prevented in an easy manner. Would any leakage occur for one drain element. It will not affect any other drain element.

[0037] Figure 5 shows multiple drain elements 10 provided in the ground G. A pump 20 and supply and discharge connections 21 and 22 are not shown in figure 5. A crane 50 with a mast 51 is used to bring the drain elements into the ground by a driving method which is known as such. The drain elements are provided on a roll, as shown in figure 6, to the crane. At the location where the drain elements are to be provided into the ground a drain element is taken from the roll, provided into the crane and subsequently applied into the ground.

[0038] A continuous stretch of prefabricated drain element yet without pump is initially provided on a roll 61 as shown in figure 6. A length D of the continuous stretch is taken from the roll. The length D corresponds to the length of a drain element to be provided into the ground as shown in figure 1. The covering 12 of the continuous stretch is opened at the top and bottom sides of that length D. A pump 20 with supply and discharge connections 21, 22 is provided to the length D of drain element within the covering such that the pump is at the bottom side and the connections 21, 22 exit the drain element at the top side. Subsequently the continuous stretch of drain element is provided on another roll 62. Alternatively, the length D of drain element is completely separated from the continuous stretch and provided onto roll 62. In yet another alternative embodiment, separated lengths of drain elements with pumps are collected in another manner and provided to the locations where the drain elements are to be provided into the ground. This can all be carried out under controlled circumstances, like in a separate building or container on the project location. A continuous stretch of drain element is easily provided on a roll, and such roll and pumps and connections are easily provided to the area of which the ground is to be consolidated for preparation of drain elements with pumps on the spot. The roll 62 with prepared drain elements can be provided onto the crane 50 to supply drain elements from the roll as required.

Claims

1. A method for consolidating water-containing ground (G), the method comprising

- providing an elongated drain element (10), the drain element allowing both collection and transport of fluid along a longitudinal direction of the drain element;

- providing a pump (20) to a bottom end (10A) of the drain element, the pump being a gas-driven Venturi pump, especially an air-driven Venturi pump;

- providing the drain element with the pump into the ground (G) to be consolidated; and

- driving the pump to discharge collected fluid from the drain element.

2. The method according to claim 1, wherein the drain element (10) is provided into the ground (G) in a substantially vertical orientation.

3. The method according to any one of the preceding claims, wherein the drain element (10) comprises a drain member (11) having a corrugated cross-section transverse to the longitudinal direction of the drain element.

4. The method according to claim 3, wherein the drain member (11) has a plate-like configuration having corrugations of the corrugated cross-section in a width direction and having a thickness corresponding a height (H) of the corrugations (11A) of the corrugated cross-section.

5. The method according to any one of the preceding claims, wherein the drain element (10) comprises a fluid-permeable covering (12) that is impermeable to the ground (G), and wherein the pump (20) is provided inside the covering.

6. The method according to claim 5 and claim 3 or 4, wherein the drain member (11) is provided inside the covering (12).

7. The method according to any one of the preceding claims, wherein multiple drain elements (10) are provided into the ground (G), each drain element being provided with a pump (20).

8. The method according to any one of the preceding claims, wherein the method further comprises

- providing a top end (10B) of the drain element (10) at least 0.5 meters below a surface level of the ground (G); and/or

- closing a top end (10B) of the drain element (10), such as by providing a foil over the top end.

9. The method according to any one of the preceding claims, the method further comprising

- providing a roll (61) of a continuous stretch of drain element (10) without pump(s);

- determining a required length or lengths (D) of the drain element(s) corresponding to a depth of ground (G) into which the drain element(s) is/are to be provided;

- unrolling parts of the continuous stretch of drain element from the roll corresponding to the determined length(s); and

- providing pumps (20) at positions corresponding to the determined length(s) of the drain element(s).

10. The method according to claim 9, wherein the method further comprises

- rolling the drain element(s) with pump(s) onto a roll (62); and

- providing the roll to locations where drain elements are to be provided into the ground.

11. The method according to claim 9 or 10, wherein the method further comprises

- separating the determined length(s) of drain element(s) from the continuous stretch of drain element.

12. A drain element (10) for use in a method according to any one of the preceding claims, the drain element having an elongated configuration, allowing both collection and transport of fluid along a longitudinal direction of the drain element, and comprising a pump (20) constructed and arranged to discharge collected fluid from the drain element, the drain element being configured such that the pump (20) is provided at a bottom end (10A) of the drain element (10), and being configured to be provided with the pump into the ground (G) to be consolidated, wherein the pump (20) is a gas-driven Venturi pump, especially an air-driven Venturi pump.

13. The drain element according to claim 12, wherein the pump (20) is arranged within the drain element.

14. The drain element according to claim 12 or 13, wherein the drain element (10) comprises a drain member (11) having a corrugated cross-section transverse to the longitudinal direction of the drain element, and the drain member (11) optionally has a plate-like configuration having corrugations of the corrugated cross-section in a width direction and having a thickness corresponding a height (H) of the corrugations (11A) of the corrugated cross-section.

15. The drain element according to any one of claims 12 to 14, wherein the drain element (10) comprises a fluid-permeable covering (12) that is impermeable to the ground (G), and wherein the pump (20) is provided inside the covering.

16. The drain element according to claims 14 and 15, wherein the drain member (11) is provided inside the covering (12).

Ansprüche

1. Verfahren zum Verfestigen von wasserhaltigem Boden (G), wobei das Verfahren umfasst:

- Bereitstellen eines länglichen Ableitelementes (10), wobei das Ableitelement sowohl Auffangen als auch Transport von Flüssigkeit in einer Längsrichtung des Ableitelementes zulässt;

- Anordnen einer Pumpe (20) an einem unteren Ende (10A) des Ableitelementes, wobei die Pumpe eine gasbetriebene Venturi-Pumpe, insbesondere eine luftbetriebene Venturi-Pumpe, ist;

- Anordnen des Ableitelementes mit der Pumpe in dem zu verfestigenden Boden (G); und

- Antreiben der Pumpe, um aufgefangene Flüssigkeit aus dem Ableitelement auszuleiten.

2. Verfahren nach Anspruch 1, wobei das Ableitelement (10) in einer im Wesentlichen vertikalen Ausrichtung in dem Boden (G) angeordnet wird.

3. Verfahren nach einem der vorangehenden Ansprüche, wobei das Ableitelement (10) ein Ableitteil (11) umfasst, das einen gewellten Querschnitt quer zu der Längsrichtung des Ableitelementes hat.

4. Verfahren nach Anspruch 3, wobei das Ableitteil (11) eine plattenartige Form hat, die Wellen des gewellten Querschnitts in einer Breitenrichtung aufweist und eine Dicke hat, die einer Höhe (H) der Wellen (11A) des gewellten Querschnitts entspricht.

5. Verfahren nach einem der vorangehenden Ansprüche, wobei das Ableitelement (10) eine flüssigkeitsdurchlässige Abdeckung (12) umfasst, die für den Boden (G) undurchlässig ist, und sich die Pumpe (20) im Inneren der Abdeckung befindet.

6. Verfahren nach Anspruch 5 und Anspruch 3 oder 4, wobei sich das Ableitteil (11) im Inneren der Abdeckung (12) befindet.

7. Verfahren nach einem der voran- gehenden Ansprüche, wobei mehrere Ableitelemente (10) in dem Boden (G) angeordnet werden und jedes Ableitelement mit einer Pumpe (20) versehen wird.

8. Verfahren nach einem der vorangehenden Ansprüche, wobei das Verfahren des Weiteren umfasst:

- Anordnen eines oberen Endes (10B) des Ableitelementes (10) wenigstens 0,5 m unterhalb eines Oberflächeniveaus des Bodens (G); und/oder

- Verschließen eines oberen Endes (10B) des Ableitelementes (10), so beispielsweise durch Anordnen einer Folie über dem oberen Ende.

9. Verfahren nach einem der vorangehenden Ansprüche, wobei das Verfahren des Weiteren umfasst:

- Bereitstellen eine Rolle (61) eines durchgehenden Abschnitts des Ableitelementes (10) ohne Pumpe/n;

- Bestimmen einer erforderlichen Länge bzw. erforderlicher Längen (D) des Ableitelementes/der Ableitelemente, die einer Tiefe des Bodens (G) entspricht/entsprechen, in dem das/die Ableitelement/e angeordnet werden soll/sollen;

- Abrollen von Teilen des durchgehenden Abschnitts des Ableitelementes von der Rolle entsprechend der/den bestimmten Länge/n; und

- Anordnen von Pumpen (20) an Positionen, die der/den bestimmten Länge/n des Ableitelementes/der Ableitelemente entsprechen.

10. Verfahren nach Anspruch 9, wobei das Verfahren des Weiteren umfasst:

- Aufrollen des Ableitelementes/der Ableitelemente mit Pumpe/n auf eine Rolle (62);

- Bereitstellen der Rolle an Positionen, an denen Ableitelemente in dem Boden angeordnet werden sollen.

11. Verfahren nach Anspruch 9 oder 10, wobei das Verfahren des Weiteren umfasst:

- Abtrennen der bestimmten Länge/n des Ableitelementes/der Ableitelemente von dem durchgehenden Abschnitt des Ableitelementes.

12. Ableitelement (10) zum Einsatz bei einem Verfahren nach einem der vorangehenden Ansprüche, wobei das Ableitelement eine längliche Form hat, die sowohl Auffangen als auch Transport von Flüssigkeit in einer Längsrichtung des Ableitelementes zulässt, und eine Pumpe (20) umfasst, die so aufgebaut und eingerichtet ist, dass sie aufgefangene Flüssigkeit aus dem Ableitelement ausleitet, das Ableitelement so ausgeführt ist, dass sich die Pumpe (20) an einem unteren Ende (10A) des Ableitelementes (10) befindet, und so ausgeführt ist, dass es mit der Pumpe in dem zu verfestigenden Boden (G) angeordnet ist, wobei die Pumpe (20) eine gasbetriebene Venturi-Pumpe, insbesondere eine luftbetriebene Venturi-Pumpe, ist.

13. Ableitelement nach Anspruch 12, wobei die Pumpe (20) innerhalb des Ableitelementes angeordnet ist.

14. Ableitelement nach Anspruch 12 oder 13, wobei das Ableitelement (10) ein Ableitteil (11) umfasst, das einen gewellten Querschnitt quer zu der Längsrichtung des Ableitelementes hat, und das Ableitteil (11) optional eine plattenartige Form hat, die Wellen des gewellten Querschnitts in einer Breitenrichtung aufweist und eine Dicke hat, die einer Höhe (H) der Wellen (11A) des gewellten Querschnitts entspricht.

15. Ableitelement nach einem der Ansprüche 12 bis 14, wobei das Ableitelement (10) eine flüssigkeitsdurchlässige Abdeckung (12) umfasst, die für den Boden (G) undurchlässig ist, und wobei sich die Pumpe (20) im Inneren der Abdeckung befindet.

16. Ableitelement nach den Ansprüchen 14 und 15, wobei sich das Ableitteil (11) im Inneren der Abdeckung (12) befindet.

Revendications

1. Procédé de consolidation d'un sol qui contient de l'eau (G), le procédé comprenant

- le fait de prévoir un élément de vidange allongé (10), l'élément de vidange permettant la collecte et le transport d'un liquide le long d'une direction longitudinale de l'élément de vidange ;

- le fait de prévoir une pompe (20) au niveau d'une extrémité inférieure (10A) de l'élément de vidange, la pompe ayant une pompe à effet Venturi entraînée par gaz, et plus particulièrement une pompe à effet Venturi entraînée par air ;

- le fait de prévoir l'élément de vidange avec la pompe dans le sol (G) à consolider ; et

- l'entraînement de la pompe afin d'évacuer le liquide collectée de l'élément de vidange.

2. Procédé selon la revendication 1, dans lequel l'élément de vidange (10) est prévu dans le sol (G) selon une orientation sensiblement verticale.

3. Procédé selon l'une quelconque des revendications précédentes, dans lequel l'élément de vidange (10) comprend un élément de vidange (11) ayant une section transversale ondulée transversale par rapport à la direction longitudinale de l'élément de vidange.

4. Procédé selon la revendication 3, dans lequel l'élément de vidange (11) possède une configuration en forme de plaque ayant des ondulations de la section transversale ondulée dans le sens de la largeur, et ayant une épaisseur correspondant à une hauteur (H) des ondulations (11A) de la section transversale ondulée.

5. Procédé selon l'une quelconque des revendications précédentes, dans lequel l'élément de vidange (10) comprend un revêtement perméable au liquide (12) qui est imperméable au sol (G), et dans lequel la pompe (20) est prévue à l'intérieur du revêtement.

6. Procédé selon la revendication 5 et la revendication 3 ou 4, dans lequel l'élément de vidange (11) est prévu à l'intérieur du revêtement (12).

7. Procédé selon l'une quelconque des revendications précédentes, dans lequel plusieurs éléments de vidange (10) sont prévus dans le sol (G), chaque élément de vidange étant muni d'une pompe (20).

8. Procédé selon l'une quelconque des revendications précédentes, dans lequel le procédé comprend en outre

- le fait de prévoir une extrémité supérieure (10B) de l'élément de vidange (10) à au moins 0,5 mètre au-dessous du niveau de la surface du sol (G) ; et/ou

- la fermeture d'une extrémité supérieure (10B) de l'élément de vidange (10), de façon à prévoir un film par-dessus l'extrémité supérieure.

9. Procédé selon l'une quelconque des revendications précédentes, le procédé comprenant en outre :

- le fait de prévoir un rouleau (61) d'une bande continue de l'élément de vidange (10) sans pompe ;

- la détermination d'une ou de longueur(s) requise(s) du/des élément(s) de vidange correspondant à une profondeur du sol (G) dans lequel le(s) élément(s) de vidange doit/doivent être prévu(s) ;

- le déroulement de parties de la bande continue de l'élément de vidange du rouleau correspondant à la/aux longueur(s) prédéterminée(s) ; et

- le fait de prévoir des pompes (20) à des emplacements correspondant à la/aux longueur(s) déterminée(s) du/des élément(s) de vidange

10. Procédé selon la revendication 9, dans lequel le procédé comprend en outre

- le déroulement du/des élément(s) de vidange avec la/les pompe(s) sur un rouleau (62) ; et

- le fait de prévoir le rouleau aux emplacements auxquels les éléments de vidange doivent être prévus dans le sol.

11. Procédé selon la revendication 9 ou 10, dans lequel le procédé comprend en outre

- la séparation de la/des longueur(s) prédéterminée(s) du/des élément(s) de vidange de la bande continue d'élément de vidange.

12. Élément de vidange (10) destiné à être utilisé dans un procédé selon l'une quelconque des revendications précédentes, l'élément de vidange ayant une configuration allongée, qui permet la collecte et le transport d'un liquide le long d'une direction longitudinale de l'élément de vidange, et comprenant une pompe (20) fabriquée et prévue pour évacuer le liquide collecté de l'élément de vidange, l'élément de vidange étant configuré de sorte que la pompe (20) soit prévue au niveau d'une extrémité inférieure (10A) de l'élément de vidange (10), et étant configuré pour être prévu avec la pompe dans le sol (G) à consolider, la pompe (20) étant une pompe à effet Venturi entraînée par gaz, et plus particulièrement une pompe à effet Venturi entraînée par air.

13. Élément de vidange selon la revendication 12, dans lequel la pompe (20) est prévue dans l'élément de vidange.

14. Élément de vidange selon la revendication 12 ou 13, dans lequel l'élément de vidange (10) comprend un élément de vidange (11) ayant une section transversale ondulée transversale par rapport à la direction longitudinale de l'élément de vidange, et l'élément de vidange (11) ayant optionnellement une configuration en forme de plaque ayant des ondulations de la section transversale ondulée dans le sens de la largeur, et ayant une épaisseur correspondant à une hauteur (H) des ondulations (11A) de la section transversale ondulée.

15. Élément de vidange selon l'une quelconque des revendications 12 à 14, dans lequel l'élément de vidange (10) comprend un revêtement perméable au liquide (12) qui est imperméable au sol (G), et dans lequel la pompe (20) est prévue à l'intérieur du revêtement.

16. Élément de vidange selon les revendications 14 et 15, dans lequel l'élément de vidange (11) est prévu à l'intérieur du revêtement (12).

Drawing