Pile Penetration 14 "0 Pres tressed Pile 



Soil Properties 



Data From Soils Report.' 



9 = 35" 



WD=ll5p.c.f. 



V = 35% 



U/s--ll5-['-^^f64j]^ll5-42--73VFt.' 



Pp -- Z3 tan'(45-h f)--73(3.69)--269 



Pa ^73tan^ (45- j) ^73(.272) --I9_ 



PP-Pa --250VFt 

 For 14 "0 Pile 1 17(250) -■ 292*/Ft 



Penetration . ' Reference: Anderson, Paul "Substructure Analysis And Design " 2nd 

 Edition, 1956, Ronald Press, New York - Ret: p.47, Eg. (2-4): 



r~Max. Tsunami or Wind Set-up "^"-ff^ "''pj^ ""'[4^*]^''^ 



+ nn\ r~^ Max. Load (L) Per Pile =1530 Lbs. 



TIJ.U \ / . I ^ 811530) i I2ll530j(il) r3/l530/ ]i ^ 



11 ^'£92^' 292 L 292 J '^ 



+8°- 



+7'- 



-/2ji 



1^ 



-v=o 



■Max. High Tide 



292 292 



x" \-4l8x \-l320x\-IIO 



f^^^-^ l2\f20700\-6020\-l5830 



-110 



l3\+28550\-7070\-l7l50 



Total Length 12 

 21 



38^^ Length 



■no 



■1260 



■h4220 



Check Moment: 



Find Where V=0: a='/ z(i530l =3.24' 



292 



M-- 1.53 (21-1-3.24)- i(292)(3.24)^ 



=371-1.7 



=35.4'" =425"" =413"' 



(3% Over) 



Say O.K. 



Figure 83. Determination of required guide pile penetration 



138 



