IS 12070

: 1987

Code of Practice for Design and Construction of Shallow Foundations on Rocks

CurrentSpecializedCode of PracticeGeotechnical · Rock Mechanics
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This code provides guidelines for the design and construction of shallow foundations on various types of rock. It covers site investigation procedures, methods to determine bearing capacity (including presumptive values), settlement analysis, and construction requirements to ensure a safe and stable foundation.

Code of Practice for Design and Construction of Shallow Foundations on Rocks

Quick Reference Values
Minimum Factor of Safety for Bearing Capacity3.0 (Clause 5.3)
Minimum depth of exploration below foundation1.5 times the width of the footing (Clause 4.3.2)
Presumptive SBC for massive crystalline bedrock (Granite)10000 kN/m² (Table 1)
Presumptive SBC for soft rock (Shale)440 kN/m² (Table 1)
Typical allowable total settlement12 mm (common practice, Clause 6.1 notes it's generally low)
Key Formulas
S = [q * B * (1 - v^2) * I] / E — Elastic settlement of shallow foundation on rock
Practical Notes
The presumptive bearing values in Table 1 are for sound rock. The actual capacity is highly dependent on rock mass characteristics like RQD, jointing, and weathering, which must be assessed via site investigation.
Ensure the foundation base is thoroughly cleaned of all loose fragments, soil, and weathered rock to achieve proper seating on a sound rock stratum before placing concrete.
For important structures, presumptive values should only be used for preliminary design. Final design should be based on in-situ tests like the Plate Load Test or rock mechanics principles.