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46.00 <br />47.00 <br />48.00 <br />49.00 <br />50. 00 <br />51.00 <br />52 .00 <br />53.00 <br />54. 00 <br />55.00 <br />56.00 <br />57.00 <br />58.00 <br />59. 00 <br />60.00 <br />88. I <br />93.2 <br />95. 9 <br />100. I <br />103. 3 <br />105.5 <br />109.8 <br />113.1 <br />116. 4 <br />119.7 <br />123. 1 <br />125.5 <br />130.9 <br />136.5 <br />t42-3 <br />9.8 <br />10. 0 <br />10.2 <br />10. 4 <br />10. 6 <br />10. I <br />11. 0 <br />11.2 <br />11. 4 <br />1r. 5 <br />11.8 <br />L2-0 <br />12 .2 <br />t2-4 <br />12.6 <br />cos 16T Driven.apSo <br />98.6 <br />103.2 <br />107 .2 <br />110.5 <br />113. 9 <br />11?.3 <br />\20 -8 <br />124.3 <br />t2't .8 <br />131,3 <br />13{.9 <br />138. 5 <br />143.2 <br />149.0 <br />154.9 <br />NOTES:. AN ASTERISK IS PLACED IN THE END-BEARING COIUMN <br />IE THE TlP RESISTANCE IS CONTROLI,ED BY THE ERICTION <br />OF SOIL PLUG INSIDE AN OPEN-ENDED PIPE PILE. <br />r COMPUTE LOAD-DISTRIBUTION AND LCAD-SET?LEUENT ', CURVSS FOR AXIAL LOADING <br />T-Z CURVE <br />NO. <br />NO. OE <br />POINTS <br />DEPTH TO CURV6 LOAD TRANSTER <br />PSI <br />PILE MOVEMENT <br />lN. <br />2 <br />3 <br />LO <br />l0 <br />IO <br />0.0000E+00 <br />0.I0258+01 <br />0.1958E+01 <br />o. 00008+00 <br />0. 00008+00 <br />0. 0000E+oo <br />0. 0000E+oo <br />0. 0000E+00 <br />0. 00008+00 <br />0. o0008+00 <br />0. 0000E+00 <br />0, 0000E+00 <br />0.0000E+00 <br />0. 0000E+00 <br />0. 1000E-01 <br />0. 2000E-01 <br />0. 4 000E-01 <br />0. 5000E-01 <br />0.8000E-01 <br />0. 9000E-01 <br />0. 1000E+00 <br />0. 5000E+00o 2oooE+0I <br />0. 00008+00 <br />0 . 665 3E- 01 <br />0. i331E+00 <br />0.2661E+00 <br />0. 39928+00 <br />0. 53228+00 <br />0. 59878+00 <br />0.66538+00 <br />0. 6653E+00 <br />0. 66538+00 <br />0. 0000E+00 <br />0. 1000E-01 <br />0.2000E-01 <br />0. 4 000E-01 <br />0. 6000E-01 <br />0.8000E-01 <br />0. 9000E-01 <br />0. 10008+00 <br />0. 5000E+00 <br />0 . 20008+01 <br />0 - 0000E+00 <br />0.6553E-01 <br />0. 13318+00 <br />0.2661E+00 <br />o. 39928+oo <br />0. 5322E+00 <br />0.598?E+00 <br />0, 6653E+00 <br />0. 5653E+00 <br />0.5553E+00 <br />0.0000E+00 <br />0. 1000E-01 <br />0.2000E-01 <br />0.4000E-01 <br />0. 60008-01 <br />0.8000E-01 <br />0. 9000E-01 <br />0. 1000E+00 <br />0. 50008+00 <br />0.20008+01 <br />o, 0000E+00 <br />0.41408+00 <br />0.69018+00 <br />0. 1035E+01 <br />0. 1242E+01 <br />0.13808+0I <br />0 . t242E+0'l <br />Page 4 <br />10 o. 20008+01 <br />0.0000E+00 <br />0. 3259E-01 <br />0.63r5E-01 <br />0. 1161E+00 <br />0.1630E+00 <br />0.2037E+00 <br />0. 4074E+00 <br />I <br />I <br />T <br />I <br />I <br />I <br />I <br />T <br />T <br />I <br />T <br />I <br />T <br />T <br />t <br />I <br />I <br />I <br />- A NEGATIVE SELE-WEIGHT VALUE IS DUE TO THE <br />BOUYANCY EFFECT. <br />I <br />T