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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 />II <br /> <br />! <br /> <br />INPUT EKBANRMENT PARAME'I'ERS FOR TRANSITIOM <br />Project: EXAMPLE PROBLEM NO. J <br /> <br />Input for Positive Projectinq Embankment: <br /> <br />,\D CALCULATIONS <br /> <br />Projection ratio: <br />Settlement ratio: <br /> <br />_.5 <br /> <br />.5 <br /> <br />Typ.:...l values for k-mu: <br /> <br />Soil type <br /> <br />----------------------- ----- <br /> <br />k-mu <br /> <br />Lateral pressure fraction 'm': .5 <br />(Usually assumed equal to <br />(projection ratio) <br /> <br />Gran~~ar wlo COhesion <br />Max. l.nd and gravel <br />Max. \turated top soil <br />Max. 'lUnary clay <br />Max. .turated clay <br /> <br />Typical values <br />for settlement ratio: <br /> <br />Rock or unyieldinq soil <br />Ordinary ,..~..l <br />Yieldino.il <br />Zero prC,:'Cion <br /> <br /><F2> MENU 1 <br /> <br /><F10> EDITING MENU <br /> <br />Screen 4 <br /> <br />, <br /> <br />II <br />I <br />'!I <br />I- <br />'I <br />I <br /> <br />42 <br /> <br />.1924 <br />.165 <br />.150 <br />.130 <br />.110 <br /> <br />+1.0 <br />+0.7 <br />+0.3 <br />0.0 <br />