초록 ▼

A soil stabilization system for a structure can include a stem wall and floor slab disposed within a perimeter of the stem wall. An aggregate base course (ABC) layer can be disposed within a perimeter of the stem wall and below the floor slab. A ventilation opening can extend to the ABC layer, and a

A soil stabilization system for a structure can include a stem wall and floor slab disposed within a perimeter of the stem wall. An aggregate base course (ABC) layer can be disposed within a perimeter of the stem wall and below the floor slab. A ventilation opening can extend to the ABC layer, and an air exhaust system can extend between the ABC layer and an exterior of the structure. A method of soil stabilization for a structure can include measuring a moisture content of an expansive soil below a structure, drawing dry air through the ABC layer and over a surface of an expansive soil. Moisture can be removed from the expansive soil into the dry air by evaporation to create moist air, and moist air can be evacuated at an exterior of the structure.

대표청구항 ▼

1. A method of soil stabilization for a slab on grade structure, comprising: measuring a moisture content of an expansive soil below a floor slab of the structure with a sensor disposed in the expansive soil below the structure;measuring moisture content of ambient air outside the structure;drawing

1. A method of soil stabilization for a slab on grade structure, comprising: measuring a moisture content of an expansive soil below a floor slab of the structure with a sensor disposed in the expansive soil below the structure;measuring moisture content of ambient air outside the structure;drawing dry ambient air through a ventilation opening formed in a stem wall of the structure, through an aggregate base course (ABC) layer comprising a thickness in a range of 3-6 inches, and over a surface of the expansive soil, wherein both the ABC layer and the expansive soil are adjacent the stem wall;removing moisture from the expansive soil into the dry air by evaporation to reduce a volume of the expansive soil and to create moist air;measuring moisture content of the moist air; andevacuating the moist air from below the floor slab by passing the moist air through an air exhaust pipe to an exterior of the structure while preventing the moist air from mixing with air circulating within the structure. 2. The method of claim 1, further comprising increasing or decreasing a flow of the dry ambient air by adjusting variable speed fans to increase or decrease a rate of moisture change in the expansive soil. 3. The method of claim 2, further comprising adjusting a cover coupled to the ventilation opening to adjust an airflow through the ventilation opening, wherein adjusting the cover is based on a measured moisture content of the expansive soil, a measured moisture content of the ambient air, or both. 4. The method of claim 1, further comprising measuring the moisture content of the expansive soil at a distance greater than or equal to 0.9 meters from every footing of the structure, wherein a top surface of the sensor is buried below a top surface of the expansive soil by a distance of 45.7-76.2 cm, (or about 18-30 in.). 5. The method of claim 4, further comprising drawing the dry ambient air through the ABC layer and evacuating the moist air by operating a fan when a measured moisture content of the expansive soil below the structure as measured by the sensor is greater than or equal to 5 percent. 6. The method of claim 5, further comprising: operating more than one fan to control airflow below different portions of the structure; andremoving moisture from the expansive soil into the dry air by evaporation reduces a volume of the expansive soil by 3.8-5.1 cm in a period of 5 months. 7. A method of soil stabilization for a slab on grade structure, comprising: measuring a moisture content of an expansive soil below a floor slab of the structure with a sensor disposed in the expansive soil below the floor slab of the structure;measuring moisture content of ambient air outside the structure;drawing dry air through an aggregate base course (ABC) layer and over a surface of the expansive soil;removing moisture from the expansive soil into the dry air by evaporation to reduce a volume of the expansive soil and to create moist air; andevacuating the moist air from below the floor slab by passing the moist air through an air exhaust pipe to an exterior of the structure while preventing the moist air from mixing with air circulating within the structure. 8. The method of claim 7, wherein moving the air further comprises: pulling ambient air through a ventilation opening formed in a stem wall of the structure; andevacuating moist air from the ABC layer by pulling the moist air through an air exhaust system to an exterior of the structure. 9. The method of claim 8, further comprising adjusting a cover coupled to the ventilation opening to adjust an airflow through the ventilation opening. 10. The method of claim 7, further comprising measuring the moisture content of the expansive soil at a distance greater than or equal to 0.9 meters from every footing of the structure. 11. The method of claim 10, further comprising drawing the air through the ABC layer and evacuating the air by operating a fan when a measured moisture content of the expansive soil below the structure is greater than or equal to 5 percent. 12. The method of claim 11, further comprising operating more than one fan to control an airflow below different portions of the structure. 13. The method of claim 7, further comprising drawing air through the ABC layer at a pressure in a range of 0-20 micro pascals.