NZ609811B2 - Method and device for laying down and tensioning an impermeable cover for hydraulic works in loose material - Google Patents

Abstract

Disclosed are a method and system for laying down and tensioning an impermeable cover. The disclosure notes that impermeable covers are required to cover hydraulic structures consisting of loose natural material such as dams or water basins to prevent water loss or seepage and subsidence and/or erosion. The method comprises a plurality of geostrips (20) of elastically yielding synthetic material disposed on a surface of a hydraulic structure consisting of loose material. The steps for laying down and tensioning the impermeable cover comprise excavating a plurality of spaced apart trenches (14) extending in one direction. The individual trenches (14) are shaped with a regularly finished surface suitable for contacting the geostrips (20). Overlapped and unfolded edges of the plurality of geostrips (20) are laid down and sealingly connected. The surface (13) of the hydraulic structure maintains a bridging disposition of the geostrips (20) on the trenches (14). The geostrips (22) are pushed into cavities (18) of a first set of trenches (14) and a first ballasting material (23) is introduced to lock the geostrips (20). The geostrips (20) are tensioned and pushed into cavities (18) of a second set of trenches (14). A second ballasting material (22) is introduced to lock the geostrips (20) in a taut condition. ion. The method comprises a plurality of geostrips (20) of elastically yielding synthetic material disposed on a surface of a hydraulic structure consisting of loose material. The steps for laying down and tensioning the impermeable cover comprise excavating a plurality of spaced apart trenches (14) extending in one direction. The individual trenches (14) are shaped with a regularly finished surface suitable for contacting the geostrips (20). Overlapped and unfolded edges of the plurality of geostrips (20) are laid down and sealingly connected. The surface (13) of the hydraulic structure maintains a bridging disposition of the geostrips (20) on the trenches (14). The geostrips (22) are pushed into cavities (18) of a first set of trenches (14) and a first ballasting material (23) is introduced to lock the geostrips (20). The geostrips (20) are tensioned and pushed into cavities (18) of a second set of trenches (14). A second ballasting material (22) is introduced to lock the geostrips (20) in a taut condition.

Description

METHOD AND DEVICE FOR LAYING DOWN AND TENSIONING AN IMPERMEABLE COVER FOR HYDRAULIC WORKS IN LOOSE MATERIAL BACKGROUND OF THE INVENTION This ion refers to a method and a device, or system, for laying down and tensioning an impermeable cover sing sheet material consisting of a plurality of side by side arranged strips of a geomembrane, referred to also as "geostrips", for the protection of hydraulic structures ting of loose natural material such as, for example, clay, earth, gravel, rocky material and/or their combination, in ular dams, , and/or natural and/or artificial water basins, orsimilar hydraulic structures, by which a blocking and a contemporary controlled stretching of the impermeable cover is achieved during its installation and laying down ions.

For the purposes of this description, "geomembrane" means an eable cover consisting of a plurality of geostrips and/or sheet material sealingly connected to each other along their longitudinal edges, in which each geostrip or sheet includes at least one or more layers of any geosynthetic al as defined below, suitable to be used in contact with the ground; for example, the geostrips sheets could consist of a single layer of a natural or synthetic polymeric resin, or a bituminous material as defined below, or by multiple layers of any geotechnical material, such as a geocomposite consisting for example of an assembled structure comprising an impermeable layer as defined above, coupled with a layer of a geotextile suitable for the intended use.

STATE OF THE ART As it is known, the bottom and/or side surfaces of hydraulic structures, in particular hydraulic works ting of loose material, such as dams, canals and/or water basins to come in contact with water, must be suitably protected and waterproofed by an impermeable cover consisting of a plurality of side by side arranged sheets, having overlapped and sealed edges, both to prevent water loss through the loose material of the body of the lic structure, preventing any water seepage, and the possibility of subsidence and/or erosion of the same body in loose al of the hydraulic structure, and/or of the surface in contact with water.

Over the time various methods and systems have been developed for ng and protecting by a geomembrane, lic works or structure in concrete material, in particular hydraulic works consisting of loose material, according to which special metal profiles were used to lock and tensioning a number of the geostrips, which had to be previously anchored to the surfaces of the hydraulic works.

For fastening a covering to hydraulic works consisting of loose material, the use of short length of ing strips in PVC or other polymeric al suitable for a geotechnical use, namely suitable to come in contact with a soil has also been suggested, by partially embedding said strips into the same soil, then thermally welding an impermeable cover of ips to the protruding portion of said fastening strips.

The use of a geomembrane has proved to be extremely beneficial, especially for covering systems in which use is made of geomembranes exposed to water and air, both due to the quality and efficiency of the waterproofing, as well as for its comparatively low cost and lity over the time.

A suitable system of canalization obtained by the same anchoring profiles for the geomembrane, also allowed for a drainage and evacuation of water that had seeped into the loose material of the body of the hydraulic ure or work, and any water leakages caused by breakages and/or ation of the protective geomembrane; this prevented the membrane from being subject to bulging and/or high stresses that might have compromised its ural integrity.

Anchoring systems for geomembrane covers are described for example in EP—A—0 459 015, EP—A—0 722 016 and EP-A-1 137 850.

In the case of geomembranes exposed to the environment, in on to any stresses caused by water seeping into the soil, it's also necessary to take into account the possibility of wave motions in the water, orthe strong action of the wind, caused by cyclones for example, which tend to suck up the geomembrane when it is not d by the water, pulling it away from its anchorage .

Lastly 82397 discloses a method and a device for laying down an impermeable cover comprising a plurality of side by side arranged plastic sheets for protecting hydraulic works, in which the operations of excavating a trench by removing the soil, unrolling and laying down of an unfolded plastic sheet, and immediately ballasting the plastic sheet laid down into the trench by merely covering the same plastic sheet with the previously removed soil, are conjointly made during the excavation, and repeatedly performed during successive passes up to complete an entire region to be ted. Therefore in laying down the plastic sheet, no tensioning is provided, and the formation of folds and/or bags is made possible leading to failure of the sheet material and water infiltration.

OBJECTS OF THE INVENTION Covering systems of this kind have therefore proved to be extremely x and expensive, and not always suitable for a proper application to hydraulic works.

Therefore a need exists to find an alternative solution that is easy to install, comparatively less expensive, and which at the same time allows a firm anchorage and a controlled ning of the ips during laying-down and installation, while also providing le water drainage.

A correct tensioning of the geostrips during the construction and laying down of the impermeable cover, is important because it prevents the formation of folds and/or pockets, which, if accidentally perforated, would constitute large, ential passageways through which water would seep, thus generating all the problems that should be avoided by the use of the impermeable cover; the use of a correctly tensioned geostrips during the construction of the cover can therefore prevent the loss of water h the body of a hydraulic work in loose material, as well as any water seepage and le subsidence and/or n of the same body, and/or of the surface of the hydraulic work in contact with water.

Therefore, the object of the present invention is to provide a method and a device suitable for providing an impermeable cover for hydraulic works, in which the eable cover comprises a plurality of side by side arranged geostrips in an elastically yieldable synthetic material, and in which the excavation of the trenches, the laying down of the geostrips and the ballasting may be performed by separate steps, allowing an appropriate tensioning of the geostrips to avoid formations of folds and/or bags and water infiltration into the soil. Alternatively, it is an object to at least provide the public with a useful choice.

SHORT DESCRIPTION OF THE INVENTION The above can be obtained by a method for laying down and tensioning an impermeable cover for hydraulic works consisting of loose material, according to claim 1, as well as by means of a system or device according to claim 9. ing to a first aspect of the invention, a method has been provided for laying down and ning an impermeable cover comprising a number of geostrips in an elastically yielding synthetic material, on a surface of a hydraulic work in loose material, comprising the steps of: excavating a plurality of spaced-apart trenches, comprising first and second sets of alternate trenches, which extend in one direction on the surface and into the soil of the hydraulic work; shaping the individual trenches with a regularly finished surface suitable to come in t with the geostrips; laying down and sealingly connecting overlapped edges of a plurality of ips, in an unfolded and in a contact condition with the surface of the hydraulic work, ining a bridging disposition of the geostrips on the trenches; pushing the geostrips to penetrate into the cavities of first set of trenches, blocking them by afirst ting material; and subsequently tensioning the ips g them into the cavities of the second set of trenches ng them in a taut condition by a second ballast material.

According to another aspect of the invention, a device has been provided suitable for laying down and tensioning an impermeable cover for the soil surface of a hydraulic work in loose material, according to the method of claim 1, in which the impermeable cover comprises a plurality of side by side arranged geostrips in cally yieldable synthetic material, having overlapped side edges, and in which the geostrips are held by a ballasting material in a plurality of trenches parallely extending on the hydraulic work surface, characterised by sing: a plurality of anchoring trenches each provided with a cavity shaped with a finished regular contact surface with the geostrips; said plurality of trenches comprising a first set of alternate trenches, and a second set of alternate trenches, in which each trench of the first set is extending between trenches of the second set of trenches; a plurality of geostrips ersely and/or longitudinally unfolded to bridge said first and second set of trenches; and in which said geostrips are held in a tensioned condition by a first and a second ballast material, into said first and second set of es.

If the surface of the hydraulic work comprises a clay soil or an inert al with fine particle size, for e less than 0.4 to 0.6 mm, the individual trenches can be directly shaped with a regularly, finished surface to come in contact with the ips, consisting of the same inert material of the soil; othenNise if the soil surface where the trenches are excavated or dug includes rocky material, gravel and/or aggregates of larger dimensions, it is possible to provide the trenches with afirst bottom layer consisting of inert material of suitable granulometry and consistency, for example gravel and overlaying the bottom layer with a second layer of fine-grained filtering al such as sand, clay and/or slime that is then shaped to provide es having a longitudinal cavity with a rly, finished surface suitable to come in contact with the geostrips.

The filling of the trenches with fine—grained material and the shaping of the contact surface, are required in soils having a granulometry higher than the sand which, during digging or excavation would not allow smooth and regular shaping of the trenches. Any er shaping of the trenches will result in an improper positioning and tensioning of the geostrips which would lie on the edges of the trenches along irregular lines, thus giving rise to a cover being lain with wavy edges, which would make it difficult, if not impossible, to weld the overlapped edges of the geostrips, causing folds and/or bags that would reduce the tensioning effect. The filling of the trenches with a loose ballasting material also allows a secondary drainage and filtration function. The ce of layers of drainage and filtering material can be limited to the trenches alone, or extend over the entire surface of the hydraulic work to be covered by the geostrips.

The presence of a filtering and drainage layer thus allows any water leakage through the covering geostrips to be collected, and to relieve any negative pressures acting on the cover, g from the presence of water, such as ground water, on the back side.

The geostrips can be transversely laid over the trenches and then gly connected to each other along their overlapped edges, or they can be prewelded and longitudinally laid down on the trenches, provided that the total width of the ips or sheets of pre-welded ips is higher than the width between the extreme edges of three or more adjacent trenches.

The words ‘comprise’, ‘comprising’ and the like are to be construed in an inclusive sense as opposed to an exclusive or exhaustive sense, that is to say, in the sense of ‘including but not limited to’.

SHORT DESCRIPTION OF THE DRAWINGS This and other characteristics of the method and the device suitable for laying down and tensioning an impermeable cover comprising a plurality of geostrips, for hydraulic works consisting of loose material, according to this ion, could be better understood by the following ption and the attached drawings, in which: Fig. 1 is a perspective view of a water basin comprising an impermeable cover consisting of a geostrips laid down and tensioned according to the invention; Fig. 2 is an enlarged view of a part of the bottom surface of the water basin of Figure 1, to show the excavation of the anchoring trenches; Fig. 3 is a nal view according to line 3-3 of Figure 2; Fig. 4 is an enlarged nal view of a trench, according to line 4-4 of Figure 2; Fig. 5 is a sectional view similar to the one in Figure 4, to show the formation of a drainage layer; Fig. 6 is a sectional view similar to the one in the previous figures, to show the formation of a filtering or transition layer, subsequently to a ge layer; Fig. 7 is a view similar to the one in Figure 2, to show the laying down of a number of geostrips, transversely extending across the trenches; Fig. 8 is a sectional view according to line 8-8 of Figure 7; Fig. 9 is a view similar to the one in Figure 7, to show a first penetration of the geostrips into a first set of alternate es; Fig. 10 is a sectional view according to line 10-1 0 of Figure 9; Fig. 11 is an enlarged sectional view of a trench according to line 11-11 of Figure 9; Fig. 12 is an enlarged sectional view of a trench, according to line 12-12 of Figure 9; Fig. 13 is a view r to the one in Figure 9, to show a subsequent penetration and final tensioning of the ips into a second set of alternate trenches arranged between the first set of trenches; Fig. 14 is a nal view according to line 14-14 of Figure 13; Fig. 15 is a schematic view, summarizing the main steps of the method according to the invention.

ED PTION OF THE INVENTION Figure 1 shows, for example, a generic hydraulic work consisting of loose material, comprising a water basin 10 including an embankment 11 having a sloped inner surface 12, and a bottom surface 13 for holding a certain quantity of water.

To prevent water loss by seepage into the soil, both the inner surface 12 and the bottom surface 13 of the water basin are usually ted by an impermeable cover consisting of a geomembrane comprising a plurality of geostrips of a synthetic elastically yielding elastomeric material, which must be properly sealed together along their overlapped edges, tensioned and anchored to the ground.

Any material can be used for the geostrips of the impermeable cover, provided that it is suitable for its intended purpose; in particular it can be chosen from among the synthetic materials listed in the following table, taken individually or in combination.

TYPE BASIC MATERIAL ABBREVIATION THERMOPLASTIC - ensity polyethylene HDPE - Low and/or high-density polyethylene - Polyethylene - Chlorinated polyethylene CPE - Ethylene-vinyl acetate copolymer - Polypropylene - Polyvinyl chloride THERMOPLASTIC - Chlorine-sulfonate RUBBERS hylene - Ethylene-propylene copolymer THERMOSTABLE - Polyisobutylene - Chloroprene rubber - Ethylene ene diene monomer - Butyl rubber — Nitrile rubber BITUMINOUS - Oxidised bitumen Prefabricated GM - Polymeric bitumen ————— The above list is not exhaustive and also ses materials that are technically and commercially able to the elastomer and bituminous family.

The geostrips can vary in thickness between 0.2 and 40 mm, with an elastic modulus between 10 and 5,000 MPa, possibly coupled with a geotextile.

According to this invention, to install and anchoring the geostrips to the surfaces 12 and 13 of the water basin 10, as shown in Figures 1 to 4, a plurality of es 14 are initially excavated into the soil, parallel to one another and all oriented in a given direction; the trenches 14 must be large enough to accommodate, if necessary, a preset quantity of drainage material and/or filtering al, as explained below. The es 14 can be of any suitable shape, for example they can have a rectangular, trapezoidal or semicircular cross section. As shown in the detail in Figure 4, the trenches 14 can be of any width L at the upper edges, and a depth 8 ing on the nature of the soil and the amount of drainage and/or filtering material in the trenches, while the pitch P n adjacent trenches 14 must be much larger than the width L, for example, between four and ten times L, or higher, so that between adjacent trenches 14 there will be a length of geostrips sufficient to allow for an required elongation by the elastic yielding, needed for tensioning by a suitable ballasting material.

By way of example only, it should be noted that during some experimental tests, trenches having a m width L between 600 and 1000 mm, and a depth D between 400 and 700 mm were excavated, maintaining a pitch P between 4 and 10 m.

As previously reported, in cases the soil is composed of inert material of fine size particles, equal to or less than 0.5 to 0.6 mm, such as sand or clay, once the trenches 14 have been excavated, the soil must be adequately compacted, shaping the dual trenches with a longitudinal cavity having a regular, finished t surface, suitable to come in contact with the geostrips 14.

Optionally, if the characteristics of the soil in which the trenches 14 are excavated are such to include larger aggregates, once the es 14 have been excavated, after having properly compacted the soil, the individual trenches are partially filled 14 with a first layer 15 of ge material, consisting for example of large-sized gravel; in this way a sort of drainage canal is provided, suitably slanted toward a peripheral manifold.

The layer 15 of drainage material can be distributed in the trenches 14 on the bottom surface 13 of the hydraulic work, or water basin 10 alone, while in the case of a sloped e 12, facing towards the water in the basin 10, it is suggested that the drainage layer 15 be laid over the entire surface, as schematically shown in Figure 5.

In all cases, the layer 15 of drainage material in the trenches 14,will be distributed so as to form a longitudinal cavity 16 large enough to hold a second layer 17 of filtering material, as shown in Figure 6, in particular loose, shapeable material, such as earth, fine sand or small-sized gravel, d and sharp edges, which thus becomes a transition layer between the underlying drainage layer 15 and the protective geostrips subsequently laid down.

Once the filtering layer 17 has been distributed in the trenches 14, using an appropriate tooling, such as the bucket of an excavator, a longitudinal canal 18 is provided as shown in Figure 6.

The esses of the drainage layer 15, the filtering layer 17, and consequently the shape and size of the udinal canal 18, must be calculated so that the canals 18 can odate geostrips large enough to cause a desired tensioning, as well as to ensure the necessary blocking to withstand external forces such as wind, wave motion and ice.

After the preparation of the trenches 14, or part of them, and their filling with the drainage layer 15 and the filtering layer 17 when ary to create a finished t surface to come in t with the geostrips, and after having possibly overlapped it with a layer of a protective geotextile, not shown, according to the example in consideration the cover is built by laying down a number of geostrips 20 transversely or orthogonally across the trenches 14, as shown in Figure 7, unwinding them from rolls; as an alternative to laying down the geostrips transversely 20, as shown in Figure 7 multiple pre-welded geostrips 20 can be laid down, parallel to the trenches 14, provided that the total width of the pre—welded geostrips is greater than the space between the extreme edges of at least three nt trenches 14.

The geostrips 20 are initially laid down and unfolded in a flat ion adhering to the soil or a surface of the hydraulic work to be protected, a bridging across the individual trenches 14, as shown in Figure 8; ing for a suitable overlap 21 n the opposite edges of nt geostrips, it's possible to achieve a sealing connection between them, for example by thermal welding, vulcanization or a suitable adhesive.

After having laid down and sealingly connected a number of geostrips 20, their anchoring and tensioning should proceed; this is done gradually in successive steps, as shown in Figures 9 to 14 of the attached drawings.

In particular, as shown in Figures 9 and 10 and in detail in Figure 11, the geostrips 20 are first tially pushed into the cavities 18 of a first set of alternate es 14A, for example the odd-numbered trenches as indicated by the reference numbers 1 and 3 in Figure 9, by a first appropriate ballasting material 22.

More precisely, in ballasting the geostrips 20 into the first set of alternate trenches 14A, the ips 20 remain adherent to the soil with an arrangement bridging the remaining second set of even-numbered trenches 14B, nt to and interposed between the previous set of trenches 14A, as indicated in Figures 9, 10 and in detail in Figure 12. Having completed the first ballasting step of the geostrips 20 into the cavities of the odd- numbered trenches 14A, the geostrips are then tensioned and ballasted into the cavities of the even—numbered es 148, as shown and indicated by 22A in Figures 13 and 14.

By ting in the sequence as previously indicated, a final tensioning is performed of the geostrips 20 that makes them perfectly adhere to the surfaces 12 and 13 of the hydraulic work to be protected. Obviously, care must be taken to ballast the geostrips 20 with appropriate weights to create the d elongation and the desired tensioning by an elastic yielding ranging, for example, between 2% and 4% in the area of the geostrips 20 between adjacent trenches 14A and 148, as shown by the arrows W1 and W2 in Figures 13 and 14.

Any type of ballasting material 22 and 22A can be used; for example, it can be selected from among the following: gravel, sand, earth, concrete, or a ation thereof.

Optionally, as shown by 23 in Figure 14, at each trench 14 the ballasting material 22, 22A can be covered with an auxiliary geostrip 23, longitudinally extending over the individual trenches, heat—sealed along the edges to the geostrips 20.

The geostrips 20 and 23 can be of any type, for example, them may be in the form of simple strips of geosynthetic material, or a geocomposite consisting of a combination of geosynthetic and geotextile als.

In some cases, in the area between adjacent trenches, the transition layer may include a geotextile, a geocomposite, a geonet or other anti-perforation material suitable for the tion of the geostrips; likewise the drainage layer may consist of any inage al such as gravel, geonet, geogrid, geomat or combination thereof.

Figure 15 gives an explanatory summary of the main steps from 81 to 85 of the method for laying down and tensioning the ips according to this invention, in particular: 51 shows the trench excavation step 14; 52 shows the step of filling the trenches with an optional drainage layer 83 shows the step of filling the trenches 14 with an optional filtering layer 17, shaped with a longitudinal cavity 18 suitable to provide a regular, finished surface to come in contact with the geostrips.

S4 shows the laying down of the geostrips 2O bridging across the trenches 14; 85 shows the pushing and blocking step of the geostrips by a first ballasting material, in the es of a first set of trenches such as the odd- numbered trenches 14A; finally, 86 shows the final step tensioning and ing the geostrips, pushing and blocking them into the cavities of the remaining second set of trenches such as even-numbered trenches 148 by a second ballasting material.

It is to be understood, however, that what has been said and shown in the attached drawings, has been given purely by way of an example of the l features of the method and system ing to this invention; therefore, other cations or variations may be applied to the shape, size, arrangement and distance between the trenches 14, to the type of material for the drainage and/or filtration layers and the ballasting material, ing the same s and the same results without departing from the claims.

Claims (19)

1. A method for laying down and tensioning an impermeable cover comprising a number of geostrips of an elastically yielding synthetic material, 5 on a surface of a lic work in loose material, comprising the steps of: ting a plurality of spaced apart trenches, comprising first and second sets of alternate trenches which extend in one direction on the surface and into the soil of the hydraulic work; shaping the individual trenches with a regularly finished surface suitable 10 to come in contact with the geostrips; laying down and sealingly connecting overlapped edges of a plurality of geostrips, in an unfolded and in a contact condition with the surface of the hydraulic work, ining a bridging disposition of the geostrips on the trenches; 15 pushing the ips to penetrate into the es of the first set of trenches, locking them by a first ballasting material; and subsequently tensioning the ips, pushing them into the cavities of the second set of trenches, locking them in a taut condition by a second ballasting material.

2. The method according to claim 1, in which the shaped surface of the trenches in contact with the geostrips, consists of a fine, inert material, with dimensions equal to or less than 0.5 mm. 25

3. The method according to claim 1, comprising the additional steps partially filling each trench with a first layer of drainage material, and uently filling the trench with a second layer of a compactable, ing inert material; and 30 configuring the second filtering layer with a longitudinal channel, shaping it with a regular finished t surface with the geostrips.

4. The method according to claim 1, in which the geostrips are laid down in a transverse direction to the trenches.

5. The method according to claim 1, in which a plurality of pre-welded geostrips is laid down longitudinally to the es.

6. The method according to claim 3, in which the layer of drainage material comprises a geodrain.

7. The method according to claim 6, in which the layer of drainage 10 material is chosen from: gravel, geomesh, geogrid, geomat or their combination.

8. The method ing to any one of claims 3, 6 or 7, in which the layer of filtering al is chosen from: lime, sand, fine rounded gravel, 15 geomesh, geotextile or their combination.

9. A system suitable for laying down and ning an impermeable cover for the soil surface of a hydraulic work in loose material, ing to the method of claim 1, in which the impermeable cover comprises a plurality 20 of side by side arranged geostrips of an elastically ble synthetic material, having overlapped side edges, and in which the geostrips are held by a ting material in a plurality of parallel trenches extending on the hydraulic work surface, the system comprising: a plurality of anchoring trenches each provided with a cavity shaped with 25 a finished regular contact surface with the geostrips, said plurality of trenches comprising a first set of alternate trenches, and a second set of alternate trenches, in which each trench of the first set is extending between trenches of the second set of trenches; and a plurality of geostrips transversely and/or longitudinally unfolded to 30 bridge said first and second set of trenches; wherein said ips are held in a tensioned condition by a first and a second ballast material, into said first and second set of trenches.

10. The system according to claim 9, in which a drainage material comprises: gravel, geomesh, geogrid, , singly or in combination.

11. The system according to claim 9, in which a layer of filtering 5 material comprises: sand, earth, clay, lime, used singly or in combination.

12. The system according to claim 11, in which the layer of filtering material r comprises a geotextile, a geomesh, a geocomposite or their combination.

13. The system according to claim 9, in which the first and second ballast al includes: sand, , earth, concrete or their combination.

14. The system according to claim 9, in which the synthetic material of 15 the ips is chosen from the materials listed in the following table: TYPE BASIC MATERIAL ABBREVIATION THERMOPLASTIC - High-density polyethylene HDPE - Low and/or high- density polyethylene LLDPE - Polyethylene PE - Chlorinated polyethylene CPE - Ethylene- vinyl acetate copolymer EVA/C - Polypropylene PP - Polyvinyl chloride PVC THERMOPLASTIC - Chlorine- sulfonate RUBBERS polyethylene CSPE - Ethylene- ene copolymer E/P STABLE - Polyisobutylene PIB - Chloroprene rubber CR - Ethylene propylene di ene monomer EPDM - Butyl rubber IIR - Nitrile rubber NBR BITUMINOUS - Oxidised bitumen Prefabricated GM - Polymeric bitumen -----

15. The system according to claim 13, in which the geostrips have a thickness between 0.2 and 40 mm, and elasticity module between 10 and 5000 MPa.

16. The system according to claim 9, in which the pitch between the trenches is between four and ten times the maximum width of the trenches.

17. The system according to claim 9, comprising an additional geostrip 10 to cover the first and second t material, sealed to the geostrips.

18. A method for laying down and tensioning an eable cover comprising a number of geostrips of an elastically yielding synthetic material, on a surface of a hydraulic work in loose material, substantially as herein 15 described with nce to the accompanying drawings.

19. A system suitable for laying down and tensioning an impermeable cover for the soil surface of a lic work in loose material substantially as herein described with reference to the accompanying drawings.