Foundation in expansive soil

Static structures (e.g. – buildings) – Footing or foundation type – For a wall

Patent

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Details

522933, 52299, F02D 2700

Patent

active

059242515

ABSTRACT:
The present invention relates to an improved poured concrete foundation for residential houses having foundation walls and built in expansive soil areas. The foundation consists of a perimeter trench footing which is monolithically constructed with a plurality of internal trench footings and column footings located within the perimeter footing; and the perimeter trench footing is integrated with a subsequently-constructed, overlying concrete foundation wall, throughout the perimeter of the foundation, using vertical reinforcing steel dowels of predetermined height at predetermined spacings. This ensures that the foundation wall behaves as a beam in addition to its primary functions of resisting lateral soil backfill load and transferring vertical building loads to the underlying perimeter footing. A plurality of grade beams monolithically constructed with a basement slab are placed at beam pockets provided at the footings. The resulting foundation structure, as a whole, is capable of resisting stresses of expansive soils without any detrimental settlement.

REFERENCES:
patent: 1929226 (1933-10-01), Watkins
patent: 4015432 (1977-04-01), Ball
patent: 4463529 (1984-08-01), Singer et al.
patent: 4485598 (1984-12-01), Guardiani
patent: 4565044 (1986-01-01), Takahara
patent: 4886399 (1989-12-01), Pidgeon
patent: 5367845 (1994-11-01), Hartling

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