IS 1080

: 1985

Code of Practice For Design And Construction Of Shallow Foundations In Soils (Other Than Raft, Ring And Shell)

CurrentFrequently UsedCode of PracticeGeotechnical · Soil and Foundation Engineering
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This code sets out the guidelines for the design and construction of shallow foundations, such as pad footings, strip footings, and masonry foundations in soils. It establishes minimum depths, base dimensioning rules, and construction practices, though it explicitly excludes raft, ring, and shell foundations.

Code of Practice For Design And Construction Of Shallow Foundations In Soils (Other Than Raft, Ring And Shell)

Quick Reference Values
minimum depth of foundation0.5 m below natural ground level
minimum thickness at edge of reinforced footing150 mm
minimum thickness of plain concrete footing150 mm
minimum thickness of lean concrete base100 mm
Practical Notes
IS 1080 must be read in conjunction with IS 1904 (General requirements for design and construction of foundations).
The minimum depth of 500 mm is a baseline; engineers must still ensure that the foundation bypasses topsoil, roots, and loose matter to reach a competent stratum.
For plain concrete footings, ensure the base projection does not exceed the thickness of the footing to keep the stress dispersion within safe limits.