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TABLE ] .-- NECOpPSEUUCD ASINIt{UN VALUES OF STATIC FACTOR OF SAFETY <br /> Uncertainty of Strcrtgth Aleasurenents <br />Costs end Consequences <br />of Slope Failure ~ <br />Snell _ <br />Large <br />Coat of repair comparable <br />to coat of construction. ~ 1.2i 1.5 <br />No danger to human life or <br />other property !f slope fails. <br />Cost of repair ouch greater <br />than cost of cons[rvetion, <br />or danger Co human life or ~ 1.5 2.0 <br />other valuable property if ~ or greater <br />slope fails. <br /> <br />• <br />' The uncertainty of the siren th aeesurements ~ <br />are un orn en high quality strength test date provide a consistent, complete and ~ <br />• logical picture of the etren6th characterlaCics. <br />= The uncertainty of the strengtli'meaeurenents is greatest when the soil conditions <br />are cowplez and when Use available acrength data 8o not prow lde a consistent, <br />complete, or logical picture of the strength characteristics. <br />J <br />P <br />_ _ .. ~1 ... ._.. <br />i! / <br />