Patent classifications
E02D19/22
Building foundation and soil stabilization method and system
System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluminosilicate Pozzolan mineral and granular material such as sand.
Building foundation and soil stabilization method and system
System and means soil stabilization and moisture control for building foundations including methods and systems for stabilization moisture in a site for building foundation by applying soil moisture stabilization material in various forms, a preferred stabilization material being a mixture of aluminosilicate Pozzolan mineral and granular material such as sand.
Membrane-Lined Wall
A method for forming a trench and a membrane-lined wall in the trench for levee reinforcement or leak prevention, prevention of water migration, and pollution co of impoundments. The membrane-lined wall generally includes a cementitious or concrete wall formed within an excavated trench. The concrete may be internally reinforced, and the wall may also comprise a double-layer of impermeable geomembrane liner that forms a barrier between the concrete and the sides and bottom of the trench. The membrane or liner reduces water migration, prevents levee leakage, and prevents the escape of contaminants in impoundments.
Membrane-Lined Wall
A method for forming a trench and a membrane-lined wall in the trench for levee reinforcement or leak prevention, prevention of water migration, and pollution co of impoundments. The membrane-lined wall generally includes a cementitious or concrete wall formed within an excavated trench. The concrete may be internally reinforced, and the wall may also comprise a double-layer of impermeable geomembrane liner that forms a barrier between the concrete and the sides and bottom of the trench. The membrane or liner reduces water migration, prevents levee leakage, and prevents the escape of contaminants in impoundments.
Method and apparatus for real-time adjustment of the size and drainage tile capacity of drainage tile spools and for utilizing the same
A drainage tile stringer system which includes a spool which has an automated hat, which translates along the stinger or shaft of the spool so that the vertical size of the spool is adjustable to accommodate differences in coils of drainage tiles. The system is automated so that a single controller can be utilized to perform all of the hydraulic functions required to load a coil onto the drainage tile stringer system and to adjust the vertical spool dimension.
Method and apparatus for real-time adjustment of the size and drainage tile capacity of drainage tile spools and for utilizing the same
A drainage tile stringer system which includes a spool which has an automated hat, which translates along the stinger or shaft of the spool so that the vertical size of the spool is adjustable to accommodate differences in coils of drainage tiles. The system is automated so that a single controller can be utilized to perform all of the hydraulic functions required to load a coil onto the drainage tile stringer system and to adjust the vertical spool dimension.
Systems and Methods for Using Discarded Asphalt Shingles (DAS) for Fill Replacement and for Structural Members in Building and Surface Constructions
Systems and methods are provided for repurposing discarded asphalt shingles as fill material or structural members in building and land surface constructions. Discarded asphalt shingles (DAS) are placed beneath building foundation slabs and parking lots in overlapping patterns to replace a measured amount of removed soil to serve as fill material. Building block system (BBS) units or repurposed asphalt blocks (RAB), may be produced to facilitate handling and transport of the DAS materials to the construction site. DAS can be utilized beneath parking lots by layering the shingles in overlapping patterns to create a moisture barrier from water intrusion from above or below. Repurposed asphalt materials may further be used in the construction of other types of embankments and ground surface constructions to provide both vertical and horizontal support.
Systems and Methods for Using Discarded Asphalt Shingles (DAS) for Fill Replacement and for Structural Members in Building and Surface Constructions
Systems and methods are provided for repurposing discarded asphalt shingles as fill material or structural members in building and land surface constructions. Discarded asphalt shingles (DAS) are placed beneath building foundation slabs and parking lots in overlapping patterns to replace a measured amount of removed soil to serve as fill material. Building block system (BBS) units or repurposed asphalt blocks (RAB), may be produced to facilitate handling and transport of the DAS materials to the construction site. DAS can be utilized beneath parking lots by layering the shingles in overlapping patterns to create a moisture barrier from water intrusion from above or below. Repurposed asphalt materials may further be used in the construction of other types of embankments and ground surface constructions to provide both vertical and horizontal support.
METHOD AND APPARATUS FOR REAL-TIME ADJUSTMENT OF THE SIZE AND DRAINAGE TILE CAPACITY OF DRAINAGE TILE SPOOLS AND FOR UTILIZING THE SAME
A drainage tile stringer system which includes a spool which has an automated hat, which translates along the stinger or shaft of the spool so that the vertical size of the spool is adjustable to accommodate differences in coils of drainage tiles. The system is automated so that a single controller can be utilized to perform all of the hydraulic functions required to load a coil onto the drainage tile stringer system and to adjust the vertical spool dimension.
METHOD AND APPARATUS FOR REAL-TIME ADJUSTMENT OF THE SIZE AND DRAINAGE TILE CAPACITY OF DRAINAGE TILE SPOOLS AND FOR UTILIZING THE SAME
A drainage tile stringer system which includes a spool which has an automated hat, which translates along the stinger or shaft of the spool so that the vertical size of the spool is adjustable to accommodate differences in coils of drainage tiles. The system is automated so that a single controller can be utilized to perform all of the hydraulic functions required to load a coil onto the drainage tile stringer system and to adjust the vertical spool dimension.