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<br />, <br /> <br />Value <br />- <br /> <br /><~ <br /> <br />.5 <br />.75 <br />.75 <br />1.0 <br />1.0 <br />1.1 <br /> <br />d <br /> <br />.. <br />" <br /> <br />v <br /> <br />7 <br /> <br />l.Z5 <br />1.5 <br /> <br />>; <br />, <br /> <br />TABLE II <br />SUGGEsHill VALUES OF K4 <br /> <br />Embankment Materials or Construction <br /> <br />Rock fill with tight clay core <br />Zoned rock fill <br /> <br />fumogeneous tight clay <br />Zoned earth fill <br /> <br />fumogeneous sandy, silty clay <br />Silty sand with slope protection <br /> <br />Sand and silty sand <br />Old hydraulic fill structures <br /> <br />,'1.., ,.. <br /> <br />Of all the K values, KZ has the most complex boundaries, and requires the <br /> <br /> <br />ratio of volume to height be computed. This ratio is referred to as storage <br /> <br /> <br />intensity (see figure'la). <br /> <br />A <br /> <br />B -~ <br /> <br />~"'Jh ~ I?(~"~.~ <br /> <br />Ih; /':.:'.::::::~\ <br /> <br />FIGURE la <br />Sl'ORAGE INTENSITY, <br />"A" REPR.E.ShNT~ WW ~lUAAW: INTENSITY <br />"B" REPRESENTS HIGH STORAGE INTENSITY <br /> <br />6 <br />