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<br />I <br /> <br /> <br />I INPUT EMBANRMEN1' PARAMETERs FOR TRANSITION LOAD CALCULATIONS <br />Project: EXAMPLE PROBLEM NO. 1 <br /> <br />I Input for Positive Projectinq Embankment: <br /> <br /> <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 />Projection ratio: <br />Lateral pressure ratio: <br />Settlement ratio: <br /> <br />Soil property k-mu: <br /> <br />Lateral pressure fraction <br />(Usually assumed equal to <br />(projection ratio) <br /> <br />Typical values <br />for settlement ratio: <br /> <br /><F2> <br /> <br />MENU 1 <br /> <br />_.9 <br />.JJ <br />.5 <br /> <br />Typical values for k-mu: <br /> <br />Soil type <br /> <br />----------------------- <br /> <br />.165 <br /> <br />Granular wlo cohesion <br />Max. sand and qravel <br />Max. saturated top soil <br />Max. ordinary clay <br />Max. saturated clay <br /> <br />~ m': .9 <br /> <br />Rock or unyieldinq <br />Ordinary soil <br />Yieldinq soil <br />Zero projection <br /> <br />soil <br /> <br /><F10> <br /> <br />EDITING MENU <br /> <br />Screen 4 <br /> <br />2S <br /> <br />k-mu <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 />