Consider A Square Foundation 2x2 Ft In Plan At The Surface D 0 Structural Load Including The Weight Of Foundation I 1 (37 KiB) Viewed 12 times
Consider A Square Foundation 2x2 Ft In Plan At The Surface D 0 Structural Load Including The Weight Of Foundation I 2 (35.65 KiB) Viewed 12 times
Consider a square foundation 2x2 ft in plan at the surface (D-0). Structural load (including the weight of foundation) is equal to 10 kips (no eccentricity on applied load). Use Schmertmann et al. (1978) method to estimate elastic settlement in inch for the sandy soil profile shown below (Drawing not in scale): **Solve for one year --YOU NEED TO CLEARLY DRAW strain influence factor and E diagrams by depth. 2x2 ft footing Q-10 kips Unit weight=100 pcf E=130,000 psf 1 ft Unit weight =120 pcf E=200,000 psf 1.5 ft Unit weight=100 pcf E=172,000 psf 1.5 ft ET TT
XDDE 22 it footing Q-10 laips Unit weight=100 pdf E=130,000 psf 1 ft Unit weight =120 pof E=200,000 psf 1.5 ft Unit weight=100 pof E=172,000 psf 1.5 ft A Unit weight =120 pef E=150,000 psf 4 ft Water level
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