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Vertical Stress Increase With Depth. Vertical Stress Increase With Depth. Stress due to Circular Load. Stress due to a Circular Load. Increment in vertical stress ( ) beneath a circular footing with radius R and subject to uniform vertical pressure () on uniform, isotropic elastic half-space.
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Stress due to a Circular Load Increment in vertical stress ( ) beneath a circular footing with radius R and subject to uniform vertical pressure () on uniform, isotropic elastic half-space.
Practice Problems Readings: DAS Textbook,