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I I I II I I -- I I I T' I II I I III I <br />subglade k at top of Layer <br />Subgrade k at bottom of layer <br />l6'Incb_FH_Driven. Lp9o <br />= 0.0000 pci <br />= 0.0000 pci <br />NOTEi Default values for subgrade k wil] be co(puted for this Layer <br />Layer '7 is stiff clay llith water-ioduced erosion <br />NoTE: Default values for subqrade k <br />Drstance from top of pr.le to top of layer <br />Distance flon top of pile to bottom of Layer <br />Effective unit weight at top of layerSffective unit xerght at bottorn of Iayer <br />Llndrained cohesion at top of layer <br />Undrained cohesr'on at bottom of Iayer <br />Epsilon-50 at top of layerEpsilon-so at bolton of layer <br />Subgra.le k at top of ]ayer <br />Subgrade k at bottom of layer <br />36, <br />40. <br />52. <br />000000 <br />00 0 000 <br />800000 <br />800000 <br />2000. <br />2000. <br />00 5 000 <br />00s000 <br />o. 0000 <br />0. 0000 <br />ftft <br />pcf <br />pcf <br />psf <br />psf <br />0 <br />0 <br />i,ill be comruted for this layer <br />et aI. , 19'7I <br />47. <br />5'1 . <br />52. <br />52. <br />0. <br />0. <br />pci <br />pcl <br />fr <br />ft <br />Pcfpcf <br />psf <br />psf <br />itfr <br />pcf <br />pcf <br />deg <br />deg <br />pci <br />pci <br />Layer 8 is sand, p-y crrterj.a by Reese <br />NOTE: Default vaLues for subgrade k wil] be conputed for lhis layer <br />Layer 9 is stiff clay uith water-induced erosion <br />Distance from top of pile to top of layer <br />Distance fron top of pile to bottom of laye! <br />Effective unit teight at top of Layer <br />Effective unj.t Height at bottom of layer <br />Frictron angle at top of Iayer <br />Friction ang1e at bottom of layer <br />subgrade k at top of layer <br />Subgrade k at bottorn of layer <br />40.000000 <br />4l .000000 <br />51. 600000 <br />57.600000 <br />35.000000 <br />36. 000000 <br />0. 0000 <br />0. 0000 <br />ft <br />ftpcf <br />pcf <br />deg. <br />deg. <br />pci <br />Pci <br />Distance from top of pile to top of l"ayer <br />Distance from top of pile to bottom of layer <br />Effective unit welght at top of Iayer <br />Effective unit reight at boltom of layer <br />IJndrained cohesion at top of layer <br />Undrained cohesion at boCtorn of J.ayer <br />Epsilon-50 at top of layer <br />Epsilon-50 at bottom of layer <br />subgrade k at top of laye! <br />Subglade k at bottom of layer <br />000000 <br />00 000 0 <br />6000 00 <br />600000 <br />2000. <br />2000. <br />00 s 000 <br />00s000 <br />0.0000 <br />o.0000 <br />pc <br />pc <br />NoTE: Default values fo! subqrade k irill be <br />1,ayer 10 is sand. p-y criteria by Reese et al <br />conPoted for this Iayer <br />19?l <br />Drstance from top of pile to top of layer <br />Drstance from top of p1]e to bottom of layer <br />Effective unit weight at top of layer <br />Effective unit uej.ght at bottom of layer <br />Eriction angLe at top of layer <br />Eriction angle at bottom of layer <br />subgrade k at top of layer <br />subglade k at bottom of laye! <br />5l .000000 <br />70. 000000 <br />52. 600000 <br />62.500000 <br />37.000000 <br />3-7 .000000 <br />0. 0000 <br />0.0000 <br />NOTE: Defaul! values for subgrade k will be computed for this layer <br />Paqe 5