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<br />.. <br />. <br />I <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 /> <br />project: EXAMPLE PROBLEM NO. 2 <br />Input for Positive Projectinq Embankment: <br /> <br />Projection ratio: <br />Lateral pressure ratio: <br />Settlement ratio: <br /> <br />Typical values for k~mu: <br />Soil type k-mu <br /> <br />.9 <br />-.33 <br />.5 <br /> <br />----------------------- <br /> <br />Soil property k-IIU: .165 <br /> <br />Lateral pressure fraction '10': .9 <br />(Usually assumed equal to <br />(projection ratio) <br /> <br />Granular wlo cohesion <br />Max. sand and qRv.l <br />Max. saturated top soil <br />Max. ordinary clay <br />Max. saturated clay <br /> <br />.1924 <br />.165 <br />.150 <br />.130 <br />.110 <br /> <br />Rock or unyieldinq soil <br />Ordinary soil <br />Yieldoin;' soil <br />Zero projection <br /> <br />Typical values <br />for settlement ratio: <br /> <br />+1.0 <br />+0.7 <br />+0.3 <br />0.0 <br /> <br /><Pl0> EDITING MENU <br /> <br /><P2> MEHtJ 1 <br /> <br />Screen 4 <br /> <br />34 <br />