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7 Pages

### BC-General-methods

Course: CEG 4012, Spring 2010
School: FIU
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Word Count: 359

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lb/ft3) ( = sat ( lb/ft3) = DB (ft) = Dw (ft) = c ( lb/ft2) = Bearing Capacity Methods - Comparisons Given Variables 105 ()= 25 FS = 3.000 eB (ft) = 0.060 118 = 0 4 Q (lb) = 50000 eL (ft) = 0.060 MB (lb-ft) = eL / L = 2 3000 0.015 ML (lb-ft) = eB / B = 0.015 350 3000 B' (ft) = 2.329 L' (ft) = 3.400 A' (ft) = 7.917 B= 4 L= 4 Hansen Method Calculated Variables c ( lb/ft2) = Nc Fcs Fcd Fci q (lb/ft2) = Nq Fqs...

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lb/ft3) ( = sat ( lb/ft3) = DB (ft) = Dw (ft) = c ( lb/ft2) = Bearing Capacity Methods - Comparisons Given Variables 105 ()= 25 FS = 3.000 eB (ft) = 0.060 118 = 0 4 Q (lb) = 50000 eL (ft) = 0.060 MB (lb-ft) = eL / L = 2 3000 0.015 ML (lb-ft) = eB / B = 0.015 350 3000 B' (ft) = 2.329 L' (ft) = 3.400 A' (ft) = 7.917 B= 4 L= 4 Hansen Method Calculated Variables c ( lb/ft2) = Nc Fcs Fcd Fci q (lb/ft2) = Nq Fqs Fqd Fqi 350.00 20.79 1.52 1.40 1.00 321.20 10.73 1.47 1.31 1.00 B N Fs Fd Fi 129.47 6.85 0.60 1.00 1.00 Calculation of the ultimate bearing capacity (qu) qu = c Nc Fcs Fcd Fci + qNq Fqs Fqd Fqi + (sat - w) B N Fs Fd Fi qu = 350.00 321.20 x + 55.60 qu = x x 4.00 20.79 10.73 x x x 6.85 1.52 1.47 x x x 0.60 1.40 1.31 x x 1 + x 1 + 1.00 x 1 = 22983 122574 Q= OK Terzaghi Method Calculated & Obtained Variables c ( lb/ft2) = Nc 350.00 25.10 q (lb/ft2) = Nq 321.20 12.70 B N 129.47 9.20 Calculation of the ultimate bearing capacity (qu) qu = 1.3(c)(Nc) + q(Nq) + 0.4()(B)( N) qu = 17045 Q= 44983 Not OK Meyerhof Method Calculated & Obtained Variables c ( lb/ft2) = Nc Fcs Fcd Fci 350.00 20.72 1.49 1.31 1.00 q (lb/ft2) = Nq Fqs Fqd Fqi 321.20 10.66 1.00 1.00 1.00 B N Fs Fd Fi 129.47 6.77 1.00 1.00 1.00 Kp = 2.46 x x 6.77 1.31 1.00 x Calculation of the ultimate bearing capacity (qu) qu = c Nc Fcs Fcd Fci + qNq Fqs Fqd Fqi + 0.5 B Ng Fgs Fgd Fgi qu = + 0.50 1.00 qu = Q= 350.00 321.20 x x 19070 50326 OK x x 105.00 1 20.72 10.66 x = x x 4.00 1.49 1.00 x x 1 + x 1 + 1.00 x DETERMINATION OF () BASED ON SPT DATA Standard Penetration number Depth Nf ' 5 10 15 20 25 4 6 6 10 5 0.188 0.327 0.466 0.605 0.744 N corr = = 20 N corr + 20 = 34 o N corr = N f 9 10 9 13 6 9 1 'v B= L= 4 Eb 4 El Case I 0.2000 >= 1/6 0.1000 >= 1/6 el/L eb/B Case 2 1 < 0.5 0 <1/6 B1= L1= A'= L'= B'= L' B' A' 0.060 0.060 Case 3 1 < 1/6 1 < 0.5 5.820 L1 5.820 L2 16.94 A' 4.000 L' 4.234 B' 0.000 3.400 B1 0.559 B2 7.92 A' 3.400 L' 2.329 B' 1.000 3.400 2.329 7.917 3.400 2.329 7.917 Eb/B b 0.17 0.1 0.08 0.06 0.04 0.02 0.01 0 Eb/B m 1.58 1.43 1.4 1.34 1.23 1.1 1.05 1 b 0.17 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0.01 0 eL/L m b 0.17 0.1 0.08 0.06 0.04 0.02 0.01 0 0.92 0.85 0.84 0.79 0.72 0.7 0.63 0.6 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0.024 0.081 0.140 0.214 0.291 0.361 0.436 0.533 0.560 0.600 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1.25 1.14 1.12 1.07 0.98 0.9 0.84 0.8 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 L2/L -0.1 -0.19 -0.45 -0.71 -0.99 -1.27 -1.56 -1.74 -1.94 -2 m 1.58 1.43 1.4 1.34 1.23 1.1 1.05 1 #DIV/0! B2 #DIV/0! L2 #DIV/0! A' #DIV/0! L' #DIV/0! B' 0.000 L1/L -3.3 -2.9 -2.82 -2.75 -2.55 -2.00 -2.10 -2 0.044 0.119 0.230 0.356 0.489 0.615 0.748 0.881 0.948 1 Case 4 0 < 1/6 1 < 1/6 L1/L -3.3 -2.9 -2.82 -2.75 -2.55 -2.00 -2.10 -2 eL/L b 0.17 0.14 0.12 0.10 0.08 0.06 0.04 0.02 0.01 0 eL/L m 0.044 0.119 0.230 0.356 0.489 0.615 0.748 0.881 0.948 1 eB/B 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 L2/L -0.1 -0.19 -0.45 -0.71 -0.99 -1.27 -1.56 -1.74 -1.94 -2 0.034 0.100 0.185 0.285 0.390 0.488 0.592 0.707 0.754 0.800 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 0.03 0.1 0.2 0.37 0.52 0.67 1.3 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 -0.01 B2/B 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0.100 0 #DIV/0! eL/L 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 eB/B B1/B 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.14 0.14 0.14 0.13 0.12 0.1 0.08 0.04 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0.14 0 #DIV/0! 0 1 #DIV/0! #DIV/0! #DIV/0! 4.000 #DIV/0! 0.000 0.92 0.85 0.17 0.1 0.07 0.85 0.07 0.14 0.21 0.12 0.1 0.07 0.14 0.02 1.25 0.17 0 #DIV/0! 0 0 #DIV/0! 0 0.16 0 0.16 0
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