BC-Hansen-method

BC-Hansen-method - Fqs Fqd Fqi q Q 1.578 1.155 0.605 255.9...

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Tina Johnson Geotech Spreadsheet Soil-Bearing Capacity Using Hansen Formula Phi in Degrees A2 30 Phi in Radians A 0.52 B 1.3 ex 0 B' = 1.3 Cohesion C 0 L 1.3 ey 0 L' = 1.3 Unit Weight U 18 D 0.7 D/B = 0.5385 Eff. Area = 1.69 Inclination I 20 Nq = 18.4152 Nc = 30.1362 22.4396 q Factors
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Unformatted text preview: Fqs Fqd Fqi q Q 1.578 1.155 0.605 255.9 432.5 c Factors: Fcs Fcd Fci 1.611 1.170 0.605 0.0 0.0 g Factors: Fgs Fgd Fgi 0.600 1.000 0.111 17.5 29.6 ult = 273.4 462.0 FS = 3.0 allow = 91.1 154.0 N gamma =...
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This note was uploaded on 09/07/2011 for the course CEG 4012 taught by Professor Staff during the Spring '10 term at FIU.

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