A volumetric enclosure or enclosures and/or a cellular structure pole foundation is provided. The volumetric enclosure/s or cellular structure pole foundation may employ several embodiments: (1) a single or a plurality of volumetric enclosures at the vertical center of the foundation below the foundation's pole cavity; (2) a single or a plurality of volumetric enclosures at the vertical center of the foundation below the foundation's pole cavity and a cellular structure within the foundation walls and base; (3) a cellular structure throughout the entire body of the foundation; (4) a cellular structure within the foundation walls; (5) the above embodiments with fill material consisting of gas or fluid or solids retained inside the foundation walls; and (6) the above embodiments with solid fill material that can reach the foundation core through the pole cavity.

Exemplary inventive practice provides a structure that is attributed with superior resistance to loading. For example, an inventive structure includes two coaxial axisymmetric (e.g., cylindrical) shells and a granulation-filled matrix material occupying the peripheral space between the shells. According to some inventive embodiments, the granulation-filled matrix material has a loading-responsive matrix (e.g., shear-thickening fluid or highly rate-sensitive polymer) and granules dispersed therein. When the inventive structure encounters pressure loading at its exterior shell, the consistency of the loading-responsive matrix becomes thicker or firmer and thereby promotes, among the granules, interactive mechanisms (e.g., friction and/or arching) that reinforce the granulation-filled matrix material. According to some inventive embodiments, the granulation-filled matrix material has a magnetic-field-responsive matrix and magnetizable granules dispersed therein, and is magnetically fortified via application of a magnetic field (e.g., continuously applied where the matrix is magnetorheological fluid, or temporarily applied where the matrix is rheological fluid containing diamagnetic particles).

A structural design of a foundation that is configured to reduce size, fabrication time, material usage and installation time by prefabricated machine produced structural cellular and/or volumetric design that distributes and redirects stress loads from the above over extended exterior surface contact areas of a below grade embedded foundation.

A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like having a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof.

A pre-fabricated pole foundation provided employing a cavity to retain pole assembly of different profile, shape, size, and material interchangeably, a tapered structure onto which the pole rests, and recesses in the pole cavity wall enabling foundation hoisting, plumbing and anchoring, whereas the cavity wall is capable to accommodate for electronic devices enclosure and fill material provides structural support to an embedded pole or the embedded pole and foundation.

A post-tensioned concrete cap foundation has helical anchors with pipes having several helical discs welded around the pipe perimeter to spin drill deep into subsurface soils or other soft materials with holes in the pipe for high pressure-grouting in place. The helical anchor pipes include a tensioning element for pulling and post-tensioning the helical anchor. The helical anchors are tension anchors which can be converted to compression anchors. The helical anchors in tension serve to pull the foundation cap down to compress the underlying soil while the compression anchors limit the maximum settlement of the concrete foundation cap. The foundation also includes perimeter-forming and interior corrugated metal pipes with upper and lower sleeved horizontally extending radial bolts that are secured to the pipes and post-tensioned to provide lateral foundation compression.

A retrofit reinforcing structure addition and method for an existing gravity spread foundation for a wind turbine or the like haying a central pedestal and a spread section is provided. The retrofit structure addition includes a collar formed around the pedestal of the spread foundation. The collar is formed by a shape sustaining member, such as a CMP, placed around the pedestal to define an annular ring between the CMP and the pedestal that is filled with cementitious material. Radial bolts extend horizontally through the collar and into the side of the pedestal. Soil and/or rock anchor bolts extend vertically through the collar, the spread portion of the foundation and into the underlying soil and/or rock substrate. The radial and anchor bolts are post-tensioned to ensure that the cementitious material of the collar remains in compression and the bolts are always in static tension, strengthening the original gravity spread foundation and extending the fatigue life thereof.

A storm water runoff and erosion control device includes a rigid frame covered by a layer of mesh material. The frame defines an interior space that is filled with filtration material. The device may be configured as a wattle having an elongated frame with a triangular cross-section. The wattle may be extended along the contour of a hill to reduce erosion, or it may be placed at the entrance to a drainage inlet to slow the velocity of, and filter sediment and contaminants from, water entering the inlet. Alternatively, the device may be a compact filter that is a cube, cylinder, sphere, or other suitable geometry. A plurality of these compact filters may be placed in the basin of a storm water drain, and piled sufficiently high to cover the outlet from the basin. Thus, all the water in the basin must pass through the compact filters before exiting.

A pre-fabricated load bearing structural assembly includes a foundation, a pole, and a cap. At least one of the foundation and the cap is unitary fabricated with at least one internal cellular and/or volumetric enclosure that transfers lateral and axial stresses away from the pole. A pole section disposed inside a foundation pole cavity is configured to rest on a corresponding support structure centrally disposed at the bottom of the cavity. The pole section exterior wall/s profile and dimensions in proximity to the pole cavity aperture is/are precisely defined. At least one cap, precisely fabricated, fills in the gap between the exterior wall/s of the pole and the inner wall/s of the pole cavity in proximity to the aperture opening of the pole cavity. The pole resting on the corresponding centrally disposed structure at the bottom of the pole cavity is plumbed by the precisely fabricated cap.

A protective device, in particular an anti-erosion protective device, preferably a geotextile, is at least configured to be planarly spread over a surface, in particular an earth surface, that is to be protected, and which is at least largely implemented of a plurality of synthetic fibers interconnected via force-fit connection and/or substance-to-substance bond and arranged in such a way that they form an essentially three-dimensional structuring, wherein at least a large portion of the synthetic fibers are at least largely biodegradable.