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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />EM 1110-2-2902, Appendix III, 3 Mar 1969 <br /> <br />Concentrated load, Po <br /> <br /> <br />Embankment surface <br /> <br />~<J. <br /> <br />reO <br />,ed 0 <br />ffee; <br />of 0 <br />0,11 <br />\,.e" <br />\,.~ <br /> <br />For IISfJ in equation 8: <br />Os '" V Xl+ y"+ H; <br /> <br />COMPUTATION OF SURFACE LOAD <br />TRANSMITTED <br />TO UNDERGROUND STRUCTURES <br /> <br />PLATE 2 <br /> <br />III-5 <br />