Laserfiche WebLink
MAY,20-2006 11:27 FROM:J R KING EN� 9529440588 T0:7634777104 P.011�012 <br /> Ccynventional Se�n�encal Rctaining Wall Desi�,n 77 <br /> �-� <br /> � <br /> ��(a,e9J �yc iyq �y�, Nq/N� ton� <br /> p 5.14 t.00 0.00 U.20 0.04 <br /> 1 5.38 1.09 0.07 0•20 0.02 <br /> 2 5.63 1_20 0.15 0.21 0.03 <br /> 3 5.90 1.31 0.24 b.22 0-OS <br /> 4 6.19 1.43 0-34 Q-23 0.07 <br /> 5 6.49 1.57 0.45 0.24 0.09 <br /> 6 8.8t 1.72 0.57 Q.25 0.11 <br /> 7 7.16 1.BS 0.7t 0.28 0.12 <br /> 8 7.53 2.08 0.86 0.27 U.14 <br /> g 7.92 2_25 1.03 0.28 0.1 fi <br /> �o a.3s z.4� �.2z o.ao o.�e <br /> 11 9.80 2.71 1.44 0.31 0.19 <br /> 12 9.28 2.97 1.69 0,32 0.21 <br /> 1S 9.$1 3.26 1_97 0.33 0.23 <br /> 14 10.37 3.59 2.29 0.35 0.25 <br /> 15 10.98 3,94 2,65 0.36 0_27 <br /> 16 11.63' 4.34 3.p6 0.37 0-29 <br /> 17 12.34 4_77 3.53 0.39 0.31 <br /> 18 13.10 5.26 4.07 0.40 0_32 <br /> 19 13.93 $,80 4.58 0.42 0.34 <br /> 20 14.83 6,40 5.39 o.�F3 0.36 <br /> I 21 t 5.82 7,07 6.20 0.45 0.38 <br /> 22 i 6.88 7,82 7.13 �.46 0-40 <br /> 23 1 B.pS 8.66 8.2D 0.48 0.42 <br /> 24 19.32 9,60 9.44 0.50 0.45 <br /> 25 20.72 10.6fi 10-88 0.51 0.47 <br /> � 26 22.25 11.85 12.54 0•53 0.49 <br /> 27 23.94 13.20 14.47 0.55 0.51 <br /> 28 25.8a 14.72 18.�2 0.57 0.53 <br /> 29 27.86 16.44 19.34 0.59 0.55 <br /> 30 30.14 18.40 22.40 0.6 t 0.58 <br /> 31 32.67 2Q.6� 25.99 0.63 0.6U <br /> 32 35.49 23.58 30.22 0.65 0_62 <br /> 33 38.64 25.09 35.19 O.B$ 0.85 <br /> 34 42.16 29.44 4l.O6 0.7Q 0.67 <br /> 35 46.12 33.30 48.0� 0.72 U.�O <br /> 36 50.59 37.75 56.31 0.75 0.73 <br /> 37 55-�3 42.92 66.19 0.77 0.75 <br /> 38 61.35 48.93 78.03 0.80 0.78 <br /> 39 67.87 55.96 92.25 0.82 0.81 <br /> 40 75.31 64.20 109.41 0.$5 0.84 <br /> 41 83.86 73.90 130.22 a.ea 0'.87 <br /> 42 93.71 85.38 155.55 0.91 0.90 <br /> 43 105.11 99-02 186.54 b.94 0.93 <br /> 44 118,37 115.31 224,64 0.97 0.97 <br /> 45 133.86 134.89 271.76 1.O1 . 1_00 <br /> 46 152.10 158.51 330.35 1,04 t.p4 <br /> 47 173.94 187_21 403.67 1.08 1.07 <br /> 48 199.26 222.31 496_O1 1.12 1.11 <br /> 49 229.93 265.51 613.16 1.15 1.15 <br /> � 50 266,B9 319.07 762.89 1.20 1.19 <br /> ( f USE �,, 'fHC FHI ANGI..E �qR �OUNDATION SOiLS � <br /> � <br /> I <br /> � FIGURE 4-5: BEARING CAPACI'fY FAC7QRS <br /> I � (A�"T�R Vesic, Ref.13) <br /> I . . . . <br />