SAFE BEARING CAPACITY VALUES OF DIFFERENT SOILS
NON-COHESIVE SOILS. 5. Gravel, sand and gravel mixture, compact and offering high resistance to penetration when excavated by tools. (Refer Note 5) 450. 4.5. 6. Coarse sand, compact and dry (with ground water level at a depth greater than width of foundation below the base of footing) 450.
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