Disclosed is a device for containing granular elements, comprising a metal mesh panel having metal wires welded together, the panel comprising at least one curvature of a first orientation and at least one curvature of a second orientation, the first orientation being characterized by a first axis and the second orientation being characterized by a second axis, the first axis and the second axis being non-collinear.

A beam pumping unit includes an integrated base assembly that has a precast concrete pad and a support base partially embedded within the precast concrete pad. The beam pumping unit further includes a pedestal supported by the support base and a Samson post supported by the support base. Also disclosed is a method for making and assembling a beam pumping unit near a wellhead. The method includes the steps of producing an integrated base assembly that has a support base within a concrete pad, placing the integrated base assembly near the wellhead, and securing a Samson post to the integrated base assembly.

A temporary earth-retaining structure uses a guide bracket. Tensile force can be directly applied to a pile by using a guide bracket having a simple structure. Mudslide and collapse caused by the earth pressure of backfill soil can be more effectively prevented by means of the tensile force directly applied to the pile. In addition, the guide bracket according to embodiments of the present invention has a simpler structure and is more easily constructed than a conventional bracket, and thus can be constructed at very low cost.

A construction method of fast-setting polymer grouting for rapid control of slope erosion and landslide. This solution includes a landslide control method and a slope erosion control method: sorting out an operation platform; drilling and grouting of polymer high-pressure jet grouting piles on the diseased slope; drilling a row of grouting water interception holes densely on the rear edge of the diseased slope; drilling, on the operation platform, a plurality of anchor holes on the diseased slope; inserting a ground anchor into each anchor hole and performing polymer grouting to form a polymer anchorage body; laying a steel wire gauze on the surface of the diseased slope, and connecting and fixing the steel wire gauze with the tail end of each ground anchor; spraying a two-component expandable polymer grouting material onto the steel wire gauze to form a polymer anti-scour layer; drilling a plurality of planting holes on the diseased slope with a backpack drill through meshes of the steel wire gauze; and filling each planting hole with grass seed mixed nutrient soil. The present invention has the advantages of short construction period, ecological and environmental protection, convenient construction, high strength and strong scour resistance.

A storm surge protection barrier is provided for a shore line bordering a sea that is prone to storm surges. The barrier includes a plurality of individual wall sections each having a plurality of plastic-based structural beams joined by at least one cross structural cross tie. The wall sections each have an above-grade upper portion of a predetermined first length, LAB and a below-grade lower portion of a predetermined second length LBG, and wherein LAB>2LBG. The wall sections are arranged upright and buried in a trench of the shore line in side-by-side succession to form a continuous barrier wall with the below-grade lower portions disposed in the trench and the above-grade upper portions projecting upwardly out of the trench at a predetermined tilt angle away from the sea of between 1 and 10 degrees.

A hexagonal wire netting, a process for manufacturing such a wire netting and a device for manufacturing a hexagonal wire netting, the device including an assembly of tubes for leading the wires of which every other is twisted into a spiral shape, a spindle assembly and a drum receiving the wire netting, the drum being provided with detent elements. Between each tube leading the spirally twisted wire and the cooperating spindle a straightening guide is located having an inlet opening cooperating with the tube and an outlet opening cooperating with the spindle. The detent elements are arranged on the drum in such a way that the produced wire netting has meshes in which the proportion of the width to the length is less than 0.75.

A temporary earth-retaining structure uses a guide bracket. Tensile force can be directly applied to a pile by using a guide bracket having a simple structure. Mudslide and collapse caused by the earth pressure of backfill soil can be more effectively prevented by means of the tensile force directly applied to the pile. In addition, the guide bracket according to embodiments of the present invention has a simpler structure and is more easily constructed than a conventional bracket, and thus can be constructed at very low cost.

The invention provides a method for preventing super large-scale floods and debris flows. First, the scale corresponding to certain standard floods in the watershed is evaluated based on field investigations and historical data. Second, the design standards of the system are chosen based on the prevention of super large-scale floods, and the design standard of critical control engineering is further determined. Finally, the design methods of check dams with different functional zones are proposed according to the design standards of critical control engineering. The invention allows part of the key control dam to fail under safe operating conditions of the entire system by increasing the cross-sectional areas and the flow discharges. The unbroken foundation of the dam can effectively control the channel entrainment and regulate the cross-sectional discharge. The design is helpful in mitigating giant floods and debris flows, thus protecting downstream infrastructures.

Disclosed are embodiments of a mechanically stabilized earth (MSE) retaining wall that employs one or more reinforcement rods, such as rebar, and that can be produced with inexpensive, widely available parts. A concrete panel is provided. A steel embed is provided with an embed loop and with first and second outwardly extending stems having aligned embed apertures. The loop is secured within the concrete panel. A steel reinforcement rod is provided with a generally cylindrical elongated body with first and second ends. The first end resides within backfill soil, and the second end has a rod loop, preferably created by reshaping the end of the reinforcement rod. A steel fastener extends through the embed apertures and the rod loop to thereby secure together the reinforcement rod and the embed.

The embodiments and methods of the invention provide for an effective protection of a bank of a body of water that reduces or eliminates the erosion effect of animal-burrowing below the mudline and behind the bank. An exemplary embodiment includes a guard that includes a top cross member and a plurality of spaced apart rods welded or otherwise attached to the top cross member. An intermediate cross member can also be welded or otherwise attached to the rods between the top member and a bottom end of the rods. The rods are spaced apart to have a specific clearance that prevents adult animals, such as muskrats from passing through the guard. Particularly, the spacing is such that the shoulder width of muskrats is too large to fit through adjacent rods. Plural guards can be driven into the bank side-by-side along the body of water to create a wall of guards.