Abstract: An interlocking modular smart seawall diversion and recreation system provides step-shaped diverter sections arranged side-by-side along a shoreline. The diverter sections slope from a base end up towards an upper end. To break kinetic energy of waves, and divert waves, the diverter sections form steps with curved risers and horizontal treads. The system forms a diversion path for the waves that reach the upper end of the modular walls and recirculate the wave energy back to divertor chamber and natural environment. Foundation pilings project into the ground and extend up to support the wall sections. The bottom end of foundation pilings terminates at sheared attachments having a tapered cross section and an edge for securely anchoring into the ground. A platform atop the diverter sections provides a pathway; a lighted platform for recreational activities; and transparent skylight portals for observing aquatic wildlife in water below and creating an indigenous ecosystem.

Abstract: The present disclosure regards a pile for a pile wall, said pile extending longitudinally between a first and a second end and comprising at least one perimeter profile in a cross section being essentially perpendicular to the longitudinal extension of said pile, said perimeter profile enclosing an uninterrupted area in said cross section, wherein at least one section of the perimeter profile extends outwardly forming a first male connection portion, and the uninterrupted area extends into the first male connection portion, thereby forming a load bearing portion of the pile. Furthermore, the present disclosure also regards a connection arrangement and a manufacturing method.

Abstract: A system for assembling a cofferdam. In a first example embodiment, a cofferdam may be assembled on-site using a plurality of walls that couple each other to form the cofferdam. In a second example embodiment, a plurality of walls and a plurality of connectors may be assembled to form the cofferdam. The walls and/or connectors disassembled for transport and/or storage, yet quickly assembled on-site to form the cofferdam. The panels and/or the connectors may form cofferdams of various shapes and sizes. The walls and/or connectors are made of a durable material that permits multiple uses. The cofferdam may be assembled to hold back the water of a body of water from around a culvert while work or repairs are performed.

Abstract: Interlocking fence panels for interconnection between horizontal channeled rails in a fence system, and, more particularly, to improved interlocking fence panel members which can interconnect for insertion between horizontal channeled rails to provide a one-piece continuous infill effect between these horizontal channeled rails in a fence system which, when interconnected with other panels and in place, will not become disengaged from one another and which will strengthen the stability and integrity of the fence system itself.

Abstract: A pin pile is disclosed for anchoring sections of sheet pile to form a wall structure. The pin pile has a casing with a plurality of external clutches formed around the periphery. In use other corresponding clutches on the sections of sheet pile can interlock with the external clutches of the pin pile over a range of angles in accordance with a directional extent of said wall structure.

Abstract: The invention relates to a method for manufacturing a sheet pile wall component such as a sheet pile, a connection profile or a carrier that exhibits at least one interlock with a uniform cross-section extending across the entire length of the sheet pile wall component for engaging the interlock of an additional sheet pile wall component. According to the invention, a preliminary product is produced by forming using this method, and the interlock when viewed in its cross-section is manufactured at least in sections by shape-cutting at the section of the preliminary product that is to be provided with the interlock, whereby the cross-section of the section is dimensioned sufficiently such that the dimensional deviations caused by forming at the preliminary product are taken into account for the shape-cutting of the interlock.

Abstract: The invention relates to a method for manufacturing a sheet pile wall component such as a sheet pile, a connection profile or a carrier that exhibits at least one interlock with a uniform cross-section extending across the entire length of the sheet pile wall component for engaging the interlock of an additional sheet pile wall component. According to the invention, a preliminary product is produced by forming using this method, and the interlock when viewed in its cross-section is manufactured at least in sections by shape-cutting at the section of the preliminary product that is to be provided with the interlock, whereby the cross-section of the section is dimensioned sufficiently such that the dimensional deviations caused by forming at the preliminary product are taken into account for the shape-cutting of the interlock.

Abstract: A steel material for an underground continuous wall equipped with a hat type steel sheet pile having a hat-shaped cross-section, and an H-beam having an H-shaped cross-section, wherein: the hat type steel sheet pile includes a web, a pair of flanges, and a pair of arm sections; the H-beam includes a pair of flange sections and a web section; an outer surface of the H-beam is secured to an outer surface of the web; the length of the H-beam is shorter than that of the hat type steel sheet pile, and an overall length of the H-beam is arranged within the length of the hat type steel sheet pile; and a rear end of the H-beam is located closer to a forward end side than a rear end of the hat type steel sheet pile.

Abstract: An interlocking sheet profile connector comprises a first and a second connecting profile. The first connecting profile includes a base attached to the first sheet pile wall element, a neck strip projecting from the base and a head strip of larger cross section on the free end of the neck strip. The second connecting profile possesses a base attached to a second sheet pile wall element and a claw strip to secure a head strip. The head strip of the first connecting profile is thus configured both to secure the claw strip of a sheet pile as a sheet pile wall element and to secure the claw strip of the second connecting profile, while the claw strip of the second connecting profile serves both to secure the head strip of a sheet pile as a sheet pile wall element and to secure the head strip of the first connecting profile.

Abstract: A method for driving a number of sheet pile planks which have jaw slots into the ground, having the steps of: providing a previous sheet pile plank provided with at least one discontinuity, driving this previous sheet pile plank into the ground, causing the jaw slots of a previous sheet pile plank driven into the ground and a next sheet pile plank to interlock, driving the next sheet pile plank into the ground while maintaining the interlocking of said jaw slots, causing the next sheet pile plank to interact with the discontinuity of the previous sheet pile plank, and stopping the process of driving the next sheet pile plank into the ground after this mechanical event has been detected at the top end of this sheet pile plank.

Abstract: The hot-rolled straight-web steel sheet pile comprises a straight web delimited on each longitudinal side respectively by an interlock strip. The web has a rolled-in taper which is designed in such a way that, in a tensile test of two samples from this sheet pile which are connected by means of their interlock strips, the web is deformed plastically in the region of this taper before a failure of the interlock connection can occur. The rolling of such a sheet pile, which is distinguished in cellular cofferdams by a high plastic deformation capacity, can take place by means of slightly modified standard rolls and consequently requires no major investment.

Abstract: The invention relates to an assembly of several sheet pile walls and at least one pair of connecting profiles (10, 20) with uniform cross section viewed along the longitudinal direction to connect two sheet pile walls (90, 94). In this assembly (100), the first of the two connecting profiles (10) possesses a base attached to the first sheet pile wall (90), a neck strip projecting from the base in a predetermined direction, and a head strip of larger cross section on the free end of the neck strip for engagement with a claw strip partially surrounding the head strip. The second of the two connecting profiles (2) possesses a base attached to a second sheet pile wall (90) and a claw strip to secure a head strip.

Abstract: A connection element (10), having a constant cross-section for sheet pile wall components such as sheet piles, features a claw profile (12) for engaging a head strip (44) of a sheet pile wall component (42). The claw profile (12) exhibits a claw-shaped lock (22) formed by two hook strips (18, 20) as well as an attachment profile (14) for engaging in a claw-shaped lock (46) of a sheet pile wall component (42). The attachment profile (14) exhibits a straight neck strip (32) and a head strip (34) of a greater cross-section at its free end. An additional head strip (38) for securing a claw-shaped lock (46) of a sheet pile wall component (42) is formed at the free end section (28) of at least one of the hook strips (20) of the claw profile (12).

Abstract: A method is provided for planning sheet pile wall sections via a user-oriented network—in particular, the Internet—in which at least technical characteristics of a suitable component for the layout of a sheet pile wall section and/or the layout of a sheet pile wall section itself are determined for the user by a computer system.

Abstract: A connection element for light profiles in a sheet pile wall has a base strip (12) for attaching to a component of the sheet pile wall and a hook strip (14) provided at the flat side of the base strip (12) for engaging the interlock (32) of a light profile (30). The hook strip (14) that encloses an inner chamber (16) exhibits a straight connection section (20) that originates at the base strip (12) and runs at least approximately at a right angle to the longitudinal direction of the base strip (12) and a hook section (22) that follows the connection section (20) and runs in an arc-like manner for at least 180°, with the free end of said hook section (22) together with the flat side of the base strip (12) defining a jaw (28). According to the invention, the ratio between the greatest inner width (a) of the inner chamber (16) of the hook strip (14) to the width (c) of the opening jaw (28) is in a range between 2.6 and 2.9.

Abstract: Retaining wall device, comprising at least one first retaining wall member (5) and a support (3, 4) for it, wherein the first retaining wall member and the support have first and second longitudinal edges, respectively, extending in longitudinal direction of the retaining wall, which longitudinal edges have been formed for connection to each other by a tilting or rotary motion about one or several axes that are parallel to the longitudinal edges, wherein the longitudinal edge that is opposite the first longitudinal edge (8) of the first retaining wall member is designed corresponding to the second longitudinal edge, wherein the first and second longitudinal edges can be provided with stop surfaces for limiting the tilting motion to mutual abutment of the first and second longitudinal edges in a retaining position of the first retaining wall member.

Abstract: A combination wall (10) for supporting the ground comprises at least two tubular piles (12) adapted to be rammed at least part way into the ground and a wall element (14) inserted between two respective adjacent tubular piles (12). The wall element (14) is provided with interlocks (22) that are used to engage the wall element (14) with interlock profiles (18) that are provided on the tubular piles (12). The wall element (14), when hung between the tubular piles (12), is designed as a segment of a circle with an at least approximately circle-segment-shaped cross-section.

Abstract: A connection element (10), having a constant cross-section for sheet pile wall components such as sheet piles, features a claw profile (12) for engaging a head strip (44) of a sheet pile wall component (42). The claw profile (12) exhibits a claw-shaped lock (22) formed by two hook strips (18, 20) as well as an attachment profile (14) for engaging in a claw-shaped lock (46) of a sheet pile wall component (42). The attachment profile (14) exhibits a straight neck strip (32) and a head strip (34) of a greater cross-section at its free end. An additional head strip (38) for securing a claw-shaped lock (46) of a sheet pile wall component (42) is formed at the free end section (28) of at least one of the hook strips (20) of the claw profile (12).

Abstract: The first of the two connecting profiles of a sheet pile wall assembly possesses a base attached to a sheet pile wall, a neck strip projecting from the base in a predetermined direction, and a head strip of larger cross section on the free end of the neck strip for engagement with a claw strip partially surrounding the head strip. The second of the two connecting profiles possesses a base attached to a second sheet pile wall and a claw strip to secure a head strip. The head strip of the first connecting profile is thus configured both to secure the claw strip of a sheet pile as a sheet pile wall and to secure the claw strip of the second connecting profile.

Abstract: The invention relates to a profiled connecting element with a constant cross-section for sheet pile wall components such as sheet piles, with a center strip (12) and two hook strips (20, 22) protruding from the two flat sides of the center strip (12) in opposite directions. The transitional sections (24) between the center strip and the hook strips transition in a curved manner into the flat sides (16, 18) of the center strip (12) and the free end sections (30) of the hook strips, together with the flat sides (16, 18) of the center strip (12), each define a jaw (32) for engaging an interlock (38) of the sheet pile wall component (36). The flat sides (16, 18) of the center strip (12) extend, beginning at the transitional sections (24), in the direction of the free end (34) of the center strip (12) at least in parts at a specified opening angle (?) toward each other such that the center strip (12) tapers off toward its free end (34) in this section.

Abstract: A connecting profile of constant cross section that couples sheet piles to carrier elements. The connecting profile exhibits a center strip, on which a coupling profile, which is to be connected to the carrier element, and an interlock profile for hooking an interlock of the sheet pile are formed. The interlock profile exhibits a supporting strip projecting from the center strip and a hook strip projecting from the center strip. The supporting strip projects at least approximately at a right angle from the center strip. The hook strip exhibits a transition section projecting at least approximately at a right angle from the center strip, and a hook section, which runs at least approximately at a right angle to the transition section in the direction of the supporting strip and which defines with the supporting strip a jaw for inserting the interlock of the sheet pile.

Abstract: The connection element according to the present invention includes a central strip and two hook strips issuing from it that together form a claw strip with C-shaped cross section. The ends of the hook strips point toward each other, and with their ends, define an open jaw. Additionally, the extended central lines of the ends of the hook strips intersect outside the open jaw. Extending from the claw strip is at least one connection strip that possesses a straight neck strip and a head strip that is oval in cross section. The major axis of the oval head strip is perpendicular to the longitudinal axis of the neck strip.

Abstract: A combination pile wall is formed of beam elements (12), particularly T-beams and double-T-beams (I-beams), and shaped connection strips (16) directly or indirectly connecting the beam elements (12), whereby each shaped connection strip (16) that is coupled directly with one of the beam elements (12) is engaged with one of the locking elements (30) formed on the respective beam element (12). The two mutually-engaged locking elements (24, 26) of the shaped connection strip (16) and of the beam element (12) are configured with a cross section such that the two locking elements (24, 26) may pivot with respect to each other through an angular range of a minimum ±3° to a maximum ±10°.

Abstract: A sheet piling (15) comprising a flange (16), a web (19), a junction (20) between the flange and the web, the junction having a substantially concave inner surface (44), the inner surface comprising at least a first concave surface of first radius (23a) and a second concave surface of second radius (23b). The inner surface may further comprise a third concave surface of third radius (23c).

Abstract: A shoring device is disclosed comprising a piston and a cylinder. The piston is axially expanded by compressed gas, whereby the shoring device engages two opposing surfaces. Removable swivel sideplates comprise détente sphere attachments by which the sideplates reversibly attach to the piston and cylinder. These attached removable swivel sideplates contain set screws which engage the sides of trenches and excavations which are lined with timbers or other materials.

Abstract: A sheet piling (15) comprising a first flange (16), a second flange (18), a web (19), a junction (20) between the first flange and the web, the junction having a substantially concave inner surface (44), the inner surface comprising at least a first concave surface of first radius (23a) and a second concave surface of second radius (23b). The inner surface may further comprise a third concave surface of third radius (23c).

Abstract: The joining device serves for connecting two adjacent individual elements (5, 11) of a sheet pile retaining wall which are to be pile-driven in each case, e.g. for connecting two adjacent pipes of a sheet piling. The first joining element comprises a button strip (9) which is received in a hollow space (15) between two hook strips (14) of a second joining element (2). In order to be able to better absorb tensile forces occurring during driving, the first joining element (2) comprises holding portions, e.g. holding strips (16) which at least partly encompass the hook strips (14) of the second joining element (3) and thus prevent a widening of the hook strips during driving.

Abstract: Systems, components, and methods relating to subterranean containment barriers. Laterally adjacent tubular casings having male interlock structures and multiple female interlock structures defining recesses for receiving a male interlock structure are used to create subterranean barriers for containing and treating buried waste and its effluents. The multiple female interlock structures enable the barriers to be varied around subsurface objects and to form barrier sidewalls. The barrier may be used for treating and monitoring a zone of interest.

Abstract: A series of duplicate structural panels form a substantially flat sea wall, barrier wall, and the like, fabricated of synthetic resin material for driving into soils. The structural panel is elongated and of constant size and shape along its length, and is characterized by having been extruded lengthwise. The structural panel includes, in cross section, a central wall section having an inner surface, an outer surface, and opposed side wall sections. A male locking element is disposed on and extends laterally from one side section and a female locking element is disposed on and extends laterally from the other side wall section, the female locking element being configured to slidably receive and retain the male locking element. First and a second strengthening flanges are integrally formed on the inner surface, both substantially perpendicular to the central wall section and substantially parallel to each other. The first and second strengthening flanges extend along the length of the structural panel.

Abstract: An improved Z-shaped sheet piling (15) comprising a first flange (16), a second flange (18), a web (19), a junction (20) between the first flange and the web, the junction having an inner surface (44), the inner surface defined by at least a first radius (23a) and a second radius (23b). The inner surface may be further defined by a third radius (23c). The sheet piling may comprise a first flange (16) having a substantially planar flange surface (37), a second flange (18), a web (19) having a substantially planar web surface (39), a junction (20) between the first flange and the web, the junction having a fillet portion (43) defined by the planes of the web surface and flange surface extended to an intersection (59) and an inner substantially arcuate surface (44) intersecting the web surface and flange surface, the inner arcuate surface defined by at least a first radius (23a) and a second radius (23b). The inner arcuate surface may be further defined by a third radius (23c).

Abstract: A device for ensuring that two sheet pile locks (10, 12) are hooked correctly, comprising a detector (18) which is arranged in the locking area (14) of the first lock in such a way that a complementary lock part (16) of the second lock crosses through said detector when the sheet pile locks are hooked correctly. The inventive device also comprises an electric circuit which determines when the detector (18) has been crossed through. The electric circuit comprises a mounting (28?) inside the detector. Said mounting has a first impedance value prior to the through-crossing of said detector (18) and a second impedance value after through-crossing has occurred. Both impedance values are distinctly different from the impedance value of a short circuit or an interruption in the electric circuit outside the mounting.

Abstract: A shoring device is disclosed comprising a piston and a cylinder. The piston is axially expanded by compressed gas, whereby the shoring device engages two opposing surfaces. An outer cam collar and a concentrically enclosed inner ring are mounted upon the cylinder end into which the piston inserts. This outer cam collar comprises at least two cam edges, two stop faces and a threaded cam pin within an integral boss. The inner ring comprises a continuous circular indentation as well as a continuous circular inner lip. The outer cam collar and inner ring, together with the continuous circular inner lip and threaded pin, firmly retain the piston. These piston retention features prevent inadvertent rotation and collapse of the piston during use.

Abstract: In a metal sheet pile, an effective width B [mm], a flange width Bf [mm], a height H [mm] and a geometrical moment of inertia I [cm4/m] meet the inequalities 700?B?1,200; 280?Bf?0.0005×B2?0.05×B; and ?0.073×B+0.0043×I+230?H?380. The metal sheet pile provides a better cross-sectional performance than a background art metal sheet pile.

Abstract: A metal sheet pile has an improved joint strength and is suitable for high productivity manufacturing. Right and left end flanges are formed at opposite sides of the rolled steel sheet pile. Joints are formed at edges of the right and left end flanges. Cross-sections of the joints are point-symmetric or line-symmetric, wherein the end flange and the joint are disposed so that a center of point-symmetry of a pair of interfitted joints is located on or near a centerline of the end flange in the thickness direction. Furthermore, the joint has a protrusion for preventing rotation near the border between the joint and the end flange portion.

Abstract: A carbon fiber re-enforced composite segment of sheet piling has been developed. The segment of sheet piling includes a base material and carbon fibers that re-enforce the base material. Other fiber materials could be used in place of carbon. These materials include: aramid, kevlar, metal cords, and basalt. Additionally, a mixture of any of these types of materials could be used as a fiber re-enforcement for the sheet piling segment.

Abstract: A shoring device comprises a piston and a cylinder. The piston is axially expanded by compressed gas, whereby the shoring device engages two opposing surfaces. An outer ratcheting collar and a concentrically enclosed inner ratcheting ring are mounted upon the cylinder end receiving the piston. This outer ratcheting collar mechanically and frictionally engages at least one of a plurality of serrations of the enclosed inner-ratcheting ring. The outer ratcheting collar and inner ratcheting ring firmly hold the piston, thus preventing inadvertent rotation and collapse of the piston during the shoring device application. There is also an internal circular air channel feature, which more quickly and evenly distributes compresses gas or air to the piston for lateral expansion thereof.

Abstract: A soil retaining system combining flat sheet pile walls in an open cell configuration includes integral soil anchors to provide an earth retaining system. A method of designing and installing a soil retaining system with an open sheet pile cell structure having integral soil anchors. The method includes, inter alia, calculating soil forces by taking into account material strength of sheet pile, soil friction against the sheet pile in combination with the strength of the integral soil anchor, selecting sheet pile size and length based on soil forces calculation; and installation of sheet pile to form a soil retaining system. The integral soil anchors serve to provide higher load resistance to the earth retaining system.

Abstract: A method is described for removing sediments during dredging operations to minimize the release of contaminants at marine locations containing sediments that are deemed contaminated and require removal. The preferred method comprises the use of a specially designed marine vessel that establishes a negative differential pressure gradient between a dredge control zone and the external ambient water environment, thereby preventing the release of contaminants dispersed during the dredge process into the ambient water environment. The preferred method also includes the use of marine vessels to remove contaminants contained within said control zone and to provide for the management of solids collected in the process.

Abstract: A method for driving a sheet pile (10) into the ground comprises the steps of providing a sheet pile (10) comprising at least one sheet pile interlock (14) having an interlock chamber (20); inserting an obturating device (16) into said interlock chamber (20); driving said sheet pile (10) into the ground; withdrawing said obturating device (16) from said interlock chamber (20). Important features of the method are that said obturating device (16) comprises an inflatable tube (21); that said inflatable tube (21) is inflated after said obturating device (16) has been inserted into said interlock chamber (20) and before said sheet pile (10) is driven into the ground; and that said inflatable tube (21) is again deflated before it is withdrawn from interlock chamber (20).

Abstract: A metal sheet pile comprises a cold formed wall section to the longitudinally extending side edges of which are secured hot formed clutch sections (12). The clutch sections (12) may be produced by hot rolling, extrusion or other hot forming process and are preferably welded to the side edges of the pan or web by, for example, laser, submerged arc or resistance welding. Cold forming of the wall section from steel plate may be effected in a press, or by passing steel plate between or around cold bending rolls.

Abstract: A wall system, comprising a plurality of pile members. The pile members are driven next to each other using a conventional pile driving system. An interlock system locks adjacent pile members together. A flowable hardenable material may be introduced into the pile members to reinforce the wall system. A reinforcing assembly may be inserted into the pile members to provide additional strength to the wall system.

Abstract: A connecting element for sheet piles, particularly to join two sheet piles at an angle to each other, which includes hook strips (2, 3), whereby the one hook strip (2) is shaped as a knob section that consists of a head (4) and a basically straight neck (5) leading to the other hook strip, and includes an approximately rectangular channel (6), and whereby at least one additional hook strip (3) is formed as a C-shaped claw with a jaw (8), so that an approximately oval interior cavity (7) is formed.

Abstract: A U-shaped sheet pile comprising a flat flange (10), two flat webs (12) connected to the flange (10) so as to be symmetrical with respect to a plane (8) perpendicular to the flange (10), and an interlocking element located at the end of each of the two webs (12). The sheet pile has a depth/useful width ratio greater than or equal to 0.18. The concave corners (18) defined by the two flange/web connections are significantly flattened by an extra thickness (26) of material so as to obtain a reduction in the resistance of the sheet pile to pile-driving. The extra thickness (26) is sufficient for a fictitious cylindrical surface (38), which has a radius at least equal to 75 mm and which is tangential to the planes extending the inner faces of the flange and the web (32, 34), to be completely located inside the said extra thickness (26) between its two tangential generators.

Abstract: A method for connecting a standard sheet pile equipped with a standard locking element to the flange of a standard girder (31). First the initially flat edge (39) of the flange of the girder (31) is given an undulating profile having of a longitudinal series of bosses (40,42) cantilevered with respect to the flange of the girder (31). Next a connecting profile (30) including an inwardly flaring groove (36) is slotted onto the undulated edge so that the cantilevered bosses (40,42) can fit into said groove (36) and laterally lock the connecting section (30) on the undulated edge. The connecting section (30) being used is a hybrid profile which includes on the opposite side to the groove (36) a standard locking element (34) complementary to the standard locking element of the sheet pile. Into this locking element (34) is interlocked the standard locking element of the sheet pile to form a standard sheet pile joint therebetween.

Abstract: A connecting lock and a sheet pile wall, wherein the connecting lock has a straight end and a curved end which are arranged on one side of a center piece, and a hook-shaped end which is arranged on the other side of the center piece. The hook-like end may be arranged directly across from the straight end or the curved end.

Abstract: An extruded sheet piling (20) is disclosed. The sheet piling has a planar body panel (22) with a top end (23) and a spaced bottom end (24). A first continuous side edge (26) and a second spaced parallel continuous side edge (27) extend between the top end and the bottom end of the body panel, respectively. A first planar flat (29) extends away from the first side edge of the body panel, and has an elongate continuous male locking member (31) formed along an outside edge (30) thereof A second spaced parallel flat (34) extends away from the second side edge of the body panel, and has a female locking member (36) extending the length of an outside edge (35) and which is sized and shaped to snugly receive the male locking member of an adjacent sheet piling therein. An elongate structural reinforcing rib (42) is extruded as a part of the sheet piling along the outside edge of the first flat, and is spaced from and parallel to the male locking member.

Abstract: The barrier is waterproof, and is used to contain contaminated groundwater within an enclosure. Steel elements are pile driven, the elements having rolled-over edge forms (5,6) which interengage. Upon interengagement, an enclosed hole (90) is created which extends from top to bottom of the piled elements. A scraper (19) on the junior element (8) cleans dirt out of the hole as the junior is driven down alongside the adjacent senior element (7). The hole may be cleaned out by inserting a hose pipe to the bottom of the hole (90) and flushing through with water. Then, a sealant is injected into the hole, using an injection tube in the hole. The interengagement of the edge forms (5,6) of the elements is such that the hole formed by the interengagement is constrained to its nominal size and shape throughout the whole height of the barrier.

Abstract: A method and apparatus forming a subterranean barrier wall that is substantially impervious to liquids. The barrier wall and method of forming the same comprises interlocking a plurality of sheet piles. Each sheet pile has interlocking edges that form a sealed joint. The interlocking edges consist of two semi-circular portions, a first semi-circular groove and a first radial edge, and a quarter-circular part, a second radial edge. Interlocking the sheet piles by a first inner locking edge, a second interlocking edge and an outer locking edge at the interlocking edges forms a barrier wall forming a substantially moisture-impervious seal.

Abstract: The barrier is waterproof, and is used to contain contaminated groundwater within an enclosure. Steel elements, are pile driven, the elements having rolled-over edge forms (5,6) which interengage. Upon interengagement, an enclosed hole (90) is created which extends from top to bottom of the piled elements. A scraper (19) on the junior element (8) cleans dirt out of the hole as the junior is driven down alongside the adjacent senior element (7). The hole may be cleaned out by inserting a hose pipe to the bottom of the hole (90) and flushing through with water. Then, a sealant is injected into the hole, using an injection tube in the hole. The interengagement of the edge forms (5,8) of the elements is such that the hole formed by the interengagement is constrained to its nominal size and shape throughout the whole height of the barrier.

Abstract: The barrier is waterproof, and is used to contain contaminated groundwater within an enclosure. Steel elements are pile driven, the elements having rolled-over forms (5,6) which inter-engage. Upon inter-engagement, an enclosed cavity (90) is created which extends from top to bottom of the piled elements. A scraper (19) on the junior element (8) cleans dirt out of the cavity as the junior is driven down alongside the adjacent senior element (7). The cavity may be cleaned out by inserting a hose pipe to the bottom of the cavity (90) and flushing through with water. Then, a sealant is injected into the cavity, using an injection tube. The inter-engagement of the edge forms (5,6) of the elements is such that the cavity formed by the inter-engagement is constrained to its nominal size and shape throughout the whole height of the barrier.