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16 263.00 569.Ot, 397. i u? 575 .00 <br /> 11 <br />12 26:; > <br />220 569 , 00 <br />544.00 370.00 <br />370.0!i 544 . Ci0 <br />•544.0, 1 <br /> 1:~ 220.00 544,00 353.00 528.00 1 <br /> 14 70,00 528.00 224.00 528.00 :~ <br /> 15 24.00 528.00 3S3.OQ 528. 0i, :~ <br />' 16 35.3.00 528,0,0 4^cl,,00 528.00 3 <br />1 <br />' <br /> IS()TFiOPIC SOIL PARAMETERS <br /> <br /> 3 Type(sJ of Soil <br />' Soil Total Saturated Cohesion Friction Fore Pressure Piez. <br />Type Unit Wt. Unit Wt. Intercept Angle Pressure Constant Surface <br /> No, (pcfi) (pcf) (psf) (deg} Param, (psfi) No. <br />' <br /> 1 10;.0 128.0 .0 34.0 .00 .0 1 <br /> 83.0 114.0 .0 18.0 ,i,n ,4 i <br /> _ 130.0 140.0 .0 45.0 .00 .0 1 <br />' 1 PIEZOMETRIC SURFACE(S) HAVE BEEN SPECIFIED <br />' Unit Weight of Water = 62.40, <br />1 ' 5 C di <br />t P <br />i <br />t <br /> F <br />ie~ometric Surface No, 1 Specifi ed by na <br />e <br />oor n <br />s <br />o <br />' Point X-Water Y-Water <br /> No. (fit) (ft) <br />' 1 28.Op 512.00 <br /> 2 48.00 512.00 <br /> :~ 224.00 528.00 <br />' 4 308.00 546.00 <br /> 5 420.00 554.40 <br />1 <br /> <br /> A Critical Failure Surfia ce Searchi ng Method, Using A kandom <br /> Technique For Generating Circular Surfaces, Has Reen Specified. <br /> ' <br /> 100 Trial Surfiaces Have Reen <br />Gener ated, <br />i <br /> 10 Surfiaces Initiate Fr om Each Of 10 Points Equally Spaced <br /> Along The Ground Surface Between X = 48.00 ft. <br />' and X = 144,40 ft. <br />' Each Surface Terminates Between X =~.~i,0 ft. ~~~ <br /> and X = 420.00 fit, <br />' Unless Further Limitations Were Imposed, The Minimum F:lavation <br />i n+ e„-,;rti n c,~rf_.~e F.,+e.,a~ t= v =St? nn f+. <br />