Abstract: Energy harvesting systems and devices are provided that harvest energy from external asynchronous force impulses using fluidic force transfer of the external force impulses to a plurality of compliant piezoelectric layers that seal a corresponding plurality of inner cavities. Each inner cavity can contain a compressible gas. Direct fluidic force transfer can be accomplished via a compressible or incompressible fluid between an external cover and the compliant piezoelectric layers.

Abstract: Systems and methods are provided for establishing and securing a foundation in a substrate. For example, in one embodiment, a pump conveys a first fluid (e.g., water) through a pile member to produce an elongate opening in a substrate, which allows the pile member to be advanced into the substrate. After the pile member has been advanced into the elongate opening in the substrate, a second fluid (e.g., fluidized concrete) is conveyed out of openings on the side (and the bottom) of the pile member to substantially secure the pile member in the elongate opening defined in the substrate.

Abstract: Energy harvesting systems and devices are provided that harvest energy from external asynchronous force impulses using fluidic force transfer of the external force impulses to a plurality of compliant piezoelectric layers that seal a corresponding plurality of inner cavities. Each inner cavity can contain a compressible gas. Direct fluidic force transfer can be accomplished via a compressible or incompressible fluid between an external cover and the compliant piezoelectric layers.

Abstract: Systems and methods are provided for establishing and securing a foundation in a substrate. For example, in one embodiment, a pump conveys a first fluid (e.g., water) through a pile member to produce an elongate opening in a substrate, which allows the pile member to be advanced into the substrate. After the pile member has been advanced into the elongate opening in the substrate, a second fluid (e.g., fluidized concrete) is conveyed out of openings on the side (and the bottom) of the pile member to substantially secure the pile member in the elongate opening defined in the substrate.

Abstract: Various embodiments of the invention comprise devices, systems, and methods for estimating the rate at which rock, soil or any self-supporting material erode. Particular embodiments of the invention relate to devices and systems that subject a stationary soil or rock sample to shear stresses by rotating fluid about the soil or rock sample to simulate the effects of flowing fluids on the soil or rock sample. In various embodiments, the devices and systems include a torque cell unit and clutch assembly.

Abstract: Various embodiments of the invention comprise devices, systems, and methods for estimating the rate at which rock, soil or any self-supporting material erode. Particular embodiments of the invention relate to devices and systems that subject a stationary soil or rock sample to shear stresses by rotating fluid about the soil or rock sample to simulate the effects of flowing fluids on the soil or rock sample. In various embodiments, the devices and systems include a torque cell unit and clutch assembly.

Abstract: A method for measuring the water permeability in a concrete structure comprising: (a) pressure sealing a selected length of a borehole in the concrete structure, (b) injecting an aqueous medium into the selected length of borehole, (c) applying sufficient pressure to the injected aqueous medium and for a time necessary to produce a substantially steady state, measurable flow of the aqueous medium into the concrete structure from the selected length of borehole, (d) measuring the steady state flow of aqueous medium, and (e) computing from the steady state flow measurement the water permeability of the concrete structure. An apparatus employing the method is also disclosed.