BC-Vesic-method

BC-Vesic-method - BEARING CAPACITY ANALYSIS VESIC'S METHOD...

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ROSMARY S. BOHORQUEZ I.D. No. 1735406 1 CGN 5930 - GEOTECHNICAL ENGINEERING II SUMMER 2006 BEARING CAPACITY ANALYSIS VESIC'S METHOD (No. 1) (deg) = Ф 30.00 30.14 B = 1.30 e = 0.00 B' = 1.30 B'=L' (rad) = Ф 0.52 18.40 L = 1.30 e = 0.00 L' = 1.30 (deg) = β 20.00 22.40 Area = 1.69 0.54 1.69 c q Q 0.00 30.14 1.61 1.22 0.60 0 0 γ D q Q 18.00 0.70 18.40 1.58 1.16 0.60 256 432 B γ N γ q Q 0.50 1.30 18.00 22.40 0.60 1.00 0.11 17 30 q Q Ult = 273 462 FS = 3.00 NOTE: The units are not shown for simplicity. Allow. = 91 154 N c = N q = N γ = D / B = A Eff = N c F cs F cd F ci N q F qs F qd F qi F γ s F γ d F γ i
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ROSMARY S. BOHORQUEZ I.D. No. 1735406 2 CGN 5930 - GEOTECHNICAL ENGINEERING II SUMMER 2006 BEARING CAPACITY ANALYSIS VESIC'S METHOD (No. 2) (deg) = Ф 35.00 46.12 B = 6.00 e = 0.50 B' = 5.00 B'<L' (rad) = Ф 0.61 33.30 L = 6,000 e = 0.00 L' = 6,000 (deg) = β 0.00 48.03 Area = 36,000 0.67 30,000 c q Q 0.00 46.12 1.00 1.27 1.00 0 0 γ D q Q 110.00 4.00 33.30 1.00 1.17 1.00 17,148 514,427,408
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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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BC-Vesic-method - BEARING CAPACITY ANALYSIS VESIC'S METHOD...

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