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WO/2014/037824A1 |
This invention aims to create a generally new gravity -based elevated hydro-technical structure, designed for receiving the mooring vessels, with the aim to increase stability and reliability of the construction, as well as to ensure sim...
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WO/2014/039094A1 |
Strong nonwoven fabrics can be used as a sheet in a silt screen fence or other temporary silt screen barrier. The fabrics can be without reinforcements. Enhanced features of these strong nonwoven fabrics can enable them to be used as a s...
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WO/2014/024269A1 |
In conventional wall surface construction methods and wall surface structures, construction work on the wall surface has required a great deal of effort and work efficiency has been poor. In the present invention, sideways-protruding end...
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WO/2014/011028A1 |
The present invention relates to a method for stabilizing unstable grounds having a predetermined soil density and consistency. The method comprises forming a hole (1) to a predetermined depth in ground to be reinforced, preparing a bulg...
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WO/2014/006180A1 |
Plantsurface structure, comprising one of an array of plastic base elements, each base element having a deck carried by a series of pillar elements, wherein the deck is provided with at least a number of the pillar elements have an open ...
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WO/2014/006955A1 |
This landslide prevention piling (1) is buried through a mobile layer (11), located on the surface layer side, and a immobile layer (12), located on the lower layer side, of the ground (10) with a sliding face (5) as the boundary, and co...
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WO/2014/007605A1 |
Plant surface structure, comprising plastic base elements, each base element having a deck carried by a series of pillar elements, wherein at least a number of the pillar elements have an open top end in said deck, wherein at least a mem...
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WO/2013/192141A2 |
A modular void form is described. Embodiments of the modular void form can include a panel and at least one reinforcement member. The panel can include one or more scoring lines which the panel can be folded about. When the panel is fold...
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WO/2013/169246A1 |
Trench shoring apparatuses including an arm connected to a connector and extending to a first end substantially toward the ground, a strut attached to the first end of the arm, the strut including a first strut arm and a second strut arm...
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WO/2013/162385A1 |
A woven ground cover sheet material woven from warp and weft tapes and in which the thickness of warp tapes is increased in longitudinally extending opposite side margins of the material and in one or more centre regions relative to the ...
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WO/2013/156132A1 |
The invention relates to a geosynthetic structure made from a polymer material from a thermoformed sheet, comprising: at least one first zone (21, 22) provided with three-dimensional patterns that allow the drainage of rain water; and a ...
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WO/2013/155018A1 |
The present disclosure provides embodiments directed to earth reinforcement. The present embodiments can be made from used tire threads or equivalent new material. Used tires are particularly advantageous as they are relatively inexpensi...
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WO/2013/154271A1 |
Disclosed therein is a rotary head of a large-diameter drilling machine, which rotates a rod connected with a head of the drilling machine. The rotary head includes: a gear box being composed of upper and lower flanges and a side plate a...
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WO/2013/146935A1 |
Provided is a structural unit wherein a structural body comprising multiple wall members connected to each other via connection fittings is resistant to displacement in the vertical direction as well as the horizontal direction. In addit...
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WO/2013/141047A1 |
A protective sheath (10) configured from a cylindrical body that is fitted to an anchor rod (3) and mounted near the ground level in a slope stabilization method, the protective sheath (10) being provided with a flange-shaped bearing pla...
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WO/2013/131369A1 |
A cast-in-place greening concrete with bottom columns and surface holes comprises a plurality of concrete columns (1) extending into a constructing face, the concrete columns are integrally connected with a concrete layer (2) covering th...
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WO/2013/133179A1 |
On a slope (1), a midrib drainage (2) is installed in a vertical direction of the slope. A lateral vein pipe (3), part of which is exposed from the ground surface, is connected to the midrib drainage in a descending slope from a horizont...
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WO/2013/119259A2 |
Geocells for moderate to low load applications are disclosed here. The geocells have a cell wall thickness of from 0.25 mm to 0.95 mm. They have a wall strength of from 3500 N/m to 15000 N/m.
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WO/2013/113318A2 |
The present invention relates to both a trench box, the use of a trench box and the method for using said trench box. When assembled, said trench box comprises at least two oppositely placed side walls, each side wall having a thickness,...
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WO/2013/083870A1 |
Method for forming a flood dam limiting the extension or flooding of water or other liquids, such as oil or for forming a floating flood boom in which method mass (4), (14), which is needed for forming the mentioned dam or a boom, is bei...
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WO/2013/077536A1 |
The present invention relates to a bracing connection support apparatus using a foldable support. A land-side protection wall bracing connection may be easily removed by using the foldable support according to the present invention. The ...
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WO/2013/074072A1 |
Disclosed herein are composites as well as methods of making these composites. The composite may, for example, be used as light-weight, high-strength structural members and wall panels. In some embodiments, the composites can be prepared...
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WO/2013/073891A1 |
The present invention relates to a strut installed in waling for supporting an earth-retaining wall that receives earth pressure, and to a construction method using the strut. The strut comprises: a first beam, one side of which beam is ...
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WO/2013/063862A1 |
An ultimate structural method, for conducting comprehensive, one-time and ultimate underground space development in the form of a public tunnel; the method consists of a linear ultimate structural method and a block ultimate structural m...
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WO/2013/062243A1 |
The present invention relates to a high-performance wet-type shotcrete composition and to a method for constructing a scenic structure using same. More particularly, the present invention relates to a method for constructing a scenic str...
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WO/2013/056306A1 |
A shoring box system (10) for use in a ground trench (60) includes a pair of shoring panels (12) and a number of elongate props (22). The props are attached to the two shoring panels to maintain the panels in an erected position in which...
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WO/2013/052133A1 |
A system for containing and managing fluids produced at a work site, such as an oil or gas drilling site, includes one or more fluid containments formed as a basin for collecting and retaining fluids, a berm forming a perimeter of the co...
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WO/2013/044593A1 |
A diamond type multi-axial plastic stretchable geogrid comprises transverse bars and longitudinal bars; the transverse bars and the longitudinal bars form rectangular units with the joints thereof intersected; the rectangular units are p...
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WO/2013/005098A2 |
A system (10) for consolidating the cortical layer (11) of loose terrains comprising: - a plurality of anchor bars (20) adapted to be stably anchored to a stable subsurface layer (12) of the loose terrain, - at least one cover layer (30)...
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WO/2012/170387A1 |
A hardening agent deployment device comprising: a main malleable pouch having at least two layers of water permeable material having a planar configuration and a pore size capable of retaining a hardening agent, the main malleable pouch ...
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WO/2012/165669A1 |
The present invention relates to an earth retaining temporary structure which is installed to prevent an earth wall from collapsing due to pressure from the earth acting on the earth wall during excavation work. The disclosed invention c...
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WO/2012/151342A2 |
An apparatus for connecting an earthen formation to a concrete facing of a mechanically stabilized earth (MSE) structure, and a method of manufacturing the same. A one-piece, flat, plate-like connector has a stem and a tab, wherein the s...
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WO/2012/146847A1 |
The invention relates to a nonwoven geotextile comprising: crushed plant stems (305) having a diameter of more than 5 mm, plant stem fragments (310), and plant fibers (315) partially attached to the crushed stems, wherein the plant stems...
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WO/2012/144699A1 |
The present invention relates to a temporary retaining wall structure which is provided at a side of an excavation area to endure earth pressure and to prevent the collapse of earth and sand during ground excavation work such as pipe exc...
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WO/2012/122614A1 |
The present invention relates to a system of detachable and adjustable submerged wave-breakers, composed of rubber mattresses (1) filled with sea water on site and covered by vinyl tarpaulins (5), forming submerged wave-breakers that cau...
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WO/2012/125513A1 |
A synthetic ground cover system for erosion control to be placed atop the ground, including a synthetic grass which comprises a composite of one or more geo- textiles tufted with synthetic yarns. The synthetic ground cover also includes ...
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WO/2012/113960A1 |
The invention relates to the fact that flat or uneven - or with different levels - soils (mainly in gardens) are essentially formed manually, leaving spaces or half-spaces for the growth of grass and/or vegetation between the component p...
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WO/2012/115815A1 |
A method for operating an ultracapacitor system (310) used in a mining excavator (100) powered by an electrical power source (302). The method includes the step of detecting whether a line power (1590,1600) from the electrical power sour...
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WO/2012/104447A1 |
The invention relates to a retaining module (1) that can be used as an auxiliary retaining and securing element in the construction and conservation of embankments, levelled ground, walls, etc. and, more generally, for building different...
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WO/2012/102980A2 |
A two-stage MSE system for securing a facing to an earthen formation is disclosed. The system includes a wire grid laterally-offset from the facing and a formation anchor coupled to the wire grid. The formation anchor includes a face pla...
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WO/2012/101865A1 |
In order to minimize variations in the internal density distribution of cuboid-shaped foaming resin molded blocks used as lightweight embankments in civil engineering works, when the density of a cuboid-shaped foaming resin molded block ...
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WO/2012/099288A1 |
The present invention relates to a reusable and reinforceable I-shaped steel plate soil retaining wall and a method of constructing same. In the method of constructing the reusable and reinforceable soil retaining wall, which prevents th...
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WO/2012/096426A1 |
The present invention relates to a corner block for constructing a reinforced earth wall and a method for constructing a corner part thereof. A right-angled corner part having a protrusion or embayment shape may be economically construct...
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WO/2012/038549A1 |
A reinforced soil structure comprising: - a fill (1); - a facing (3) placed along a front face of the structure; - at least one main reinforcement member (2, 9, 26) connected to the facing and extending through a first reinforced zone (Z...
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WO/2012/037889A1 |
A receiving bag assembly (100) comprises multiple receiving bags (21) filled with filler (212). A strengthening layer (23) is disposed between adjacent receiving bags (21) to fixedly connect the adjacent receiving bags (21). A fastening ...
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WO/2012/036399A2 |
The present invention relates to a retaining wall construction structure and method using stones, and more particularly to a retaining wall construction structure and method using stones which improve a support force and a clamping force...
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WO/2012/035348A2 |
A composite material made up of fluid permeable layer and a core having drainage voids between projections thereon. The core has a number of relatively large openings defined therein so that in use the fluid permeable layer may extend th...
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WO/2012/037070A1 |
A system for covering various types of ground where water and wind erosion protection are needed comprises a composite of at least one geotextile tufted or knitted with synthetic yarns (forming a synthetic turf), an open grid mesh, and a...
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WO/2012/035347A2 |
A composite material comprising a plurality of drainage members intersecting to provide interconnected fluid drainage paths.
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WO/2012/033259A1 |
The present invention relates to a vegetation mat and a seedling raising structure using the same, and the invention comprises: a base member which is made of a bio-degradable material; a mat unit which is combined with an upper part of ...
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