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<br />proj eet: EXAMPLE PROBLEM NO. 3 <br />Input for Neqative Projectinq Installations: <br /> <br />Neqative projection ratio: <br />Width of Sub-trench (ft.): <br />Lateral soil pressure ratio: <br /> <br />Soil property, k-mu': <br />Settlement ratio: <br /> <br />.5 <br />10.00 <br />.33 <br /> <br />.165 <br /> <br />-.1_ <br /> <br />Typical values for k-mu: <br /> <br />.1924 <br />.165 <br />.150 <br />.130 <br />.110 <br /> <br />I <br />.. <br />. <br />I <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 /> <br />soil type k-mu <br /> <br />Neq. Projection ratio <br />0.5 1.0 1.5 2.0 <br /> <br />-0.1 <br /> <br />-0.3 <br /> <br />-0.5 <br /> <br />----------------------- ----- <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 />Typical values <br />for settlement ratio: <br /> <br />Neq. proj. condition <br /> <br /><F2> MENU 1 <br /> <br /><F10> EDITING MENU <br /> <br />Screen 3 <br /> <br />41 <br /> <br />-1.0 <br />