axial and lateral load piles ( fem )1.4
TRANSCRIPT
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AXIAL AND LATERAL LOAD PILES ( FEM ) Author
FIXED HEAD CIRCULAR PILE
Soil & Pile Details
loads
Soil Springs
Forces Diagrams
Defections Diagrams
Pile Lateral Capacity
Pile Axial Capacity
Checks and Design
0.00
-3.00
-6.00
00.00
-3.90
0.000.000.75
0.00
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Soil & Pile Details
Soil Details : Dimensions :
18.0 kN/m³
5.00 mc' (or su) = 20.0 kN/m² L = 6.0 m
D = 65 cmφ = 30.0 de
!L = 11.00 mα = 0.5 Conc ete :
δ = 0.0 de 25 kN/m³" 'c = 25 N/mm²
0.25 #o$er = 75 mm
%s = 32 N/mm² "ck = 17000 kN/m²%c = 3.0%&07 kN/m²
. . = - .0 m *c = 8.8%-03
%c*c = 2.7%&05 kNm²+o = 0.500 Steel :+, = 0.333+ = 3.000 " d = 365000 kN/m²
%s = 2.10%&08 kN/m²
s =
e =
γ c =
ν soil =
m
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Soil Springs
%s( ) = PARAB LA 0.2
=D 0.65co s , 20800
4 e,r 2253,r, o4, 68 6
D= 0.65 m
L= 6.00 me Lm = 5.58 m
L > Lm….Successful.
Kh = Es / D
%s = 32000 kN/m³D = 0.65 m
20800 kN/m²
E s (z)E s
E s.z / LE s.(z / L)
E si =
0 5000 10000 15000 2 0000 2 5000
-7.00
-6.00
-5.00
- .00
-3.00
-2.00
-1.00
0.00
-0.652 3
23
kN/m²
(m)
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Forces Diagrams < in soil >
19 . 6 kNm 77.92 kN 9.01 kN/mMma! " # ma! " ma! "
-10.0 -5.0 0.0 5.0
-7.00
-6.00
-5.00
-).00
-3.00
-2.00
-1.00
0.00
SOIL PRESSURES
-100.0 -50.0 0.0 50.0 100.0
-7.00
-6.00
-5.00
-).00
-3.00
-2.00
-1.00
0.00
SHEAR
0.0 50.0 100.0 150.0 200.0 250.0
-7.00
-6.00
-5.00
- .00
-3.00
-2.00
-1.00
0.00
MOMENT
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2.39 kN
-30.0 -20.0 -10.0 0.0
-7.00
-6.00
-5.00
-).00
-3.00
-2.00
-1.00
0.00
AXIAL
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Deflections Diagrams < in soil >
. 2 mm 0.15 mm 0.002 5 r,d.$ ma! " %ma! " θ ma! "
-1 0 1 2 3 ) 5
-7.00
-6.00
-5.00
-).00
-3.00
-2.00
-1.00
0.00
Horizontal Def.
- 0. 15 -0 .1 )5 -0 .1 ) -0 .1 35 - 0. 13
-7.00
-6.00
-5.00
-).00
-3.00
-2.00
-1.00
0.00
Vertical Def.
0 0.001 0.002 0.003
-7.00
-6.00
-5.00
-).00
-3.00
-2.00
-1.00
0.00
Slope
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Pile Lateral Capacity
Ultimate &o i'ontal loa ca acit*:
& D = 2.18 m =(%*/+s) 0.2
:u (c')= 140.55 kN :u=9 #u D ( Lm -1.5D)
180.90 kN
321.45 kN
:m,; = 77.92 kN Hu > Hmax ….. Successful.
Ultimate Moment ca acit*:
ymax ….. Successful
:u ( φ)= :u=0.5 γ D Lm³ +
:u= :u = :u (c') & :u ( φ)
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Pile xial Capacity
+ea in, Ca acit* Facto s
Lo,d = 91.25 kN
L/D = 9.23N = Err:508Nc= 30.65
s m,> = 88.38s m,>s= 44.19
+ase Resistance
?.@. = 3.0A = uBC C = 0.33 m²
u = 2265.39 kN/m²A = 751.73 kN
S&a-t Resistance
?.@. = 3.0
As="sBCs C s = 12.25 m²
"s= 30.00 kN/m²As= 367.57 kN
o ,4 res s , ce 1119.29 kNC44o , 4e Lo,d (A, ) 373.10 kN
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(einforcement Design
Lon,it$ inal ein-o cement : Section :
T&e amo$nt o- mate ial :
Cs ' = 2655 mm²
Cs = 2827 mm² D=65cm N! "er# o$ pile %NoP&9 20 No! = ? /
O,rs ( ) 9 eces 8/15Len't(
O,rs ( ) 20 mm D ,me er ! 4e Le o L = L & e L
0.65 m 11.00 m 1936
)noug# (einforcement
)oncrete ! 4e Io4ume oT ans%e se ein-o cement : Vol! e I = C . L I
3.7 m³ 6Cs ' = 105 mm²Cs = 101 mm² Rein$orce ent Steel
! 4e e o" ? rru 15 cm Le
20 108.00 m 266? r u ( ) 8 mm 8 132. 7 m 52
Total Steel 38/15
*na%e+uate (einforcement FFF
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o . ! 4e
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Capacity !f Pullout
0.00 kN
49.77 kN
As( ) = 275.67 kN
@.?. 3.0
141.67 kN
Cc u,4 ! F !u44ou Lo,d
!"
# ! =# =
# ! u44 =
FFF !*L% CP*CL #C!C#* Q
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loa%s
Soil loa : E!t a Ca Loa s :
0.0 kN
As = 10.0 kN/m² 0.0 kN
= 0.85 m?= 150.0 m 0.0 kNm
!, = 63.8 kNA = 1 .2 kN
:s = 77.9 kN
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%s( ) + +$ +m S+4oc,4T
0.00 0.00 0.00 0.00 0.00 1.8 %&09 0.00%&00 -1.10%&08
0.12 29 1.56 121 .12 2 28.23 0.00 0.00%&00 8.36%&07 0.00%&00
0.2 160.00 1767.33 353 .67 0.00 -1.10%&08 0.00%&00 8.8 %&06
0.36 509 .9 2201. 1 02.82 0.00 -1.8 %&09 0.00%&00 1.10%&08
0. 8 5883.13 2572.63 51 5.25 0.00 0.00%&00 -8.36%&07 0.00%&00
0.60 6577.5 2903.15 5806.30 0.00 -1.10%&08 0.00%&00 . 2%&060.72 7205.33 320 . 9 6 08.99 0.00 de4 , = -1.00
0.8 7782.65 3 83.55 6967.10 0.00
0.96 8320.00 37 .85 7 89.70 0.00
1.08 882 .69 3991.55 7983.11 0.00
1.20 9302.0 225.98 8 51.96 0.00
1.32 9756.06 9.88 8899.76 0.00
1. 10189.88 66 .63 9329.26 0.00 0.00 -0.65 0.65
1.56 10605.96 871.32 97 2.6 0.00 3031.79 -0.65 68 6.12
1.68 11006.33 5070.8 101 1.68 0.00 68 6.12 -0.65 3031.79
1.80 11392.63 5263.93 10527.86 0.00 0.00 -0.65 Lz1.92 11766.26 5 51.20 10902. 1 0.00 0.00 -6.00 0.1200
2.0 12128.38 5633.18 11266.37 0.00 1010 .99 -6.00
2.16 12 80.00 5810.32 11620.6 0.00 20800.00 -6.00
2.28 12821.98 5983.00 11966.00 0.00 0.00 -6.00
2. 0 13155.08 6151.56 12303.12 0.00
2.52 13 79.9 6316.30 12632.60 0.00
2.6 13797.16 6 77. 8 1295 .97 0.00 0 02.76 1 107.25 6635.3 13270.68 0.00 -32.5 02.88 1 10.66 6790.08 13580.17 0.00 -32.5 -52.5
3.00 1 707.82 69 1.90 13883.79 0.00 -32.5 -1053.12 1 999.09 7090.95 1 181.90 0.00 0 -1053.2 1528 .82 7237. 0 1 7 .80 0.00 32.5 -1053.36 15565.29 7381.39 1 762.77 0.00 32.5 -52.53. 8 158 0.81 7523.03 150 6.06 0.00 32.5 03.60 16111.61 7662. 6 1532 .91 0.00 0 03.72 16377.9 7799.77 15599.53 0.00
3.8 166 0.00 7935.06 15870.12 0.00
3.96 16898.00 8068. 3 16136.86 0.00
.08 17152.12 8199.96 16399.92 0.00
.20 17 02.53 8329.73 16659. 6 0.00
.32 176 9.39 8 57.81 16915.62 0.00
. 17892.8 858 .27 17168.5 0.00
.56 18133.02 8709.17 17 18.3 0.00
.68 18370.06 8832.57 17665.15 0.00
.80 1860 .09 895 .5 17909.08 0.00
.92 18835.20 9075.11 18150.22 0.00
5.0 19063.51 919 .3 18388.69 0.00
5.16 19289.13 9312.28 1862 .56 0.00
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5.28 19512.13 9 28.97 18857.9 0.00
5. 0 19732.61 95 . 5 19088.89 0.00
5.52 19950.66 9658.76 19317.51 0.00
5.6 20166.35 9771.93 195 3.86 0.00
5.76 20379.75 988 .01 19768.01 0.00
5.88 20590.95 9995.02 19990.03 0.00
6.00 20800.00 1010 .99 20209.99 0.00
m0 0 0.0 8221 0.033059598 0.0577572 0.066119195 0.0661533 0.099178793 0.073 6
0.13223839 0.0797375 0.165297988 0.085015
6 0.198357585 0.08937 0.231 17183 0.0927538 0.26 76781 0.0952919 0.297536378 0.096988
10 0.330595976 0.0978811 0.363655573 0.09799712 0.396715171 0.09736913 0. 2977 769 0.0960261 0. 6283 366 0.09399315 0. 9589396 0.09129816 0.528953561 0.08796517 0.562013159 0.08 01618 0.595072756 0.079 7519 0.62813235 0.07 36120 0.661191952 0.06869721 0.69 2515 9 0.062 9922 0.7273111 7 0.05578823 0.7603707 0.0 8582 0.793 303 2 0.0 089225 0.826 899 0.0327 1
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S!T P SDT = S+T-1.8 %&09 0.00%&00 -1.10%&08 77.92 . 2%-03 UUU 0.00 UUU UUU
0.00%&00 -8.36%&07 0.00%&00 - 1. 8 -1. 9%-0 0.00 UUU 0.00 0.00
1.10%&08 0.00%&00 . 2%&06 1 1.67 2. 5%-03 UUU 0.00 UUU UUU
1.8 %&09 0.00%&00 1.10%&08 0.00 .13%-03 UUU 0.00 UUU UUU
0.00%&00 8.36%&07 0.00%&00 0.00 -1. 8%-0 0.00 UUU 0.00 0.00
1.10%&08 0.00%&00 8.8 %&06 0.00 2.38%-03 UUU 0.00 UUU 0.000.00 3.85%-03 0 0 0 UUU
-1.00 -1. 8%-0 0 0 0 0.00
0.00 2.31%-03 0 0 0 UUU
0.00 3.57%-03 0 0 0 0
-1.00 -1. 7%-0 0 0 0 0
0.00 2.2 %-03 0 0 0 0
0.00 3.31%-03 0 0 0 0
-1.00 -1. 7%-0 0 0 0 0
0.00 2.16%-03 0 0 0 0
0.00 3.06%-03 0 0 0 0-1.00 -1. 6%-0 0 0 0 0
0.00 2.08%-03 0 0 0 0
0.00 2.81%-03 0 0 0 0
-1.00 -1. 6%-0 0 0 0 0
0.00 2.00%-03 0 0 0 0
0.00 2.58%-03 0 0 0 0
0 0 -1.00 -1. 5%-0 0 0 0 0-25 -7.5 0.00 1.91%-03 0 0 0 025 -22.5 0.00 2.35%-03 0 0 0 0
-25 -37.5 -1.00 -1. 5%-0 0 0 0 025 -52.5 0.00 1.83%-03 0 0 0 0
-25 -67.5 0.00 2.1 %-03 0 0 0 025 -82.5 -1.00 -1. %-0 0 0 0 0
-25 -97.5 0.00 1.7 %-03 0 0 0 00.00 1.9 %-03 0 0 0 0
-1.00 -1. %-0 0 0 0 0
0.00 1.65%-03 0 0 0 0
0.00 1.7 %-03 0 0 0 0
-1.00 -1. 3%-0 0 0 0 0
0.00 1.56%-03 0 0 0 0
0.00 1.56%-03 0 0 0 0
-1.00 -1. 3%-0 0 0 0 0
0.00 1. 8%-03 0 0 0 0
0.00 1.39%-03 0 0 0 0
-1.00 -1. 2%-0 0 0 0 0
0.00 1.39%-03 0 0 0 0
0.00 1.23%-03 0 0 0 0
-1.00 -1. 2%-0 0 0 0 0
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0.00 1.30%-03 0 0 0 0
0.00 1.08%-03 0 0 0 0
-1.00 -1. 1%-0 0 0 0 0
0.00 1.22%-03 0 0 0 0
0.00 9.3 %-0 0 0 0 0
-1.00 -1. 1%-0 0 0 0 0
0.00 1.1 %-03 0 0 0 0
0.00 8.02%-0 0 0 0 0
-1.00 -1. 0%-0 0 0 0 0
0.00 1.06%-03 0 0 0 0
0.00 6.80%-0 0 0 0 0
-1.00 -1. 0%-0 0 0 0 0
0.00 9.79%-0 0 0 0 0
0.00 5.67%-0 0 0 0 0
-1.00 -1.39%-0 0 0 0 0
0.00 9.03%-0 0 0 0 0
0.00 .63%-0 0 0 0 0
-1.00 -1.39%-0 0 0 0 0
0.00 8.31%-0 0 0 0 0
0.00 3.68%-0 0 0 0 0
-1.00 -1.38%-0 0 0 0 0
0.00 7.61%-0 0 0 0 0
0.00 2.80%-0 0 0 0 0
-1.00 -1.38%-0 0 0 0 0
0.00 6.95%-0 0 0 0 0
0.00 2.01%-0 0 0 0 0
-1.00 -1.38%-0 0 0 0 0
0.00 6.32%-0 0 0 0 0
0.00 1.29%-0 0 0 0 0
-1.00 -1.37%-0 0 0 0 0
0.00 5.72%-0 0 0 0 0
0.00 6.35%-05 0 0 0 0
-1.00 -1.37%-0 0 0 0 0
0.00 5.15%-0 0 0 0 0
0.00 .85%-06 0 0 0 0
-1.00 -1.36%-0 0 0 0 0
0.00 .62%-0 0 0 0 0
0.00 - .76%-05 0 0 0 0
-1.00 -1.36%-0 0 0 0 0
0.00 .13%-0 0 0 0 0
0.00 -9. 3%-05 0 0 0 0
-1.00 -1.36%-0 0 0 0 0
0.00 3.66%-0 0 0 0 0
0.00 -1.36%-0 0 0 0 0
-1.00 -1.35%-0 0 0 0 0
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0.00 3.23%-0 0 0 0 0
0.00 -1.72%-0 0 0 0 0
-1.00 -1.35%-0 0 0 0 0
0.00 2.8 %-0 0 0 0 0
0.00 -2.0 %-0 0 0 0 0
-1.00 -1.35%-0 0 0 0 0
0.00 2. 8%-0 0 0 0 0
0.00 -2.32%-0 0 0 0 0
-1.00 -1.3 %-0 0 0 0 0
0.00 2.15%-0 0 0 0 0
0.00 -2.56%-0 0 0 0 0
-1.00 -1.3 %-0 0 0 0 0
0.00 1.85%-0 0 0 0 0
0.00 -2.76%-0 0 0 0 0
-1.00 -1.3 %-0 0 0 0 0
0.00 1.58%-0 0 0 0 0
0.00 -2.9 %-0 0 0 0 0
-1.00 -1.33%-0 0 0 0 0
0.00 1.3 %-0 0 0 0 0
0.00 -3.08%-0 0 0 0 0
-1.00 -1.33%-0 0 0 0 0
0.00 1.12%-0 0 0 0 0
0.00 -3.21%-0 0 0 0 0
-1.00 -1.33%-0 0 0 0 0
0.00 9.35%-05 0 0 0 0
0.00 -3.31%-0 0 0 0 0
-1.00 -1.33%-0 0 0 0 0
0.00 7.73%-05 0 0 0 0
0.00 -3.39%-0 0 0 0 0
-1.00 -1.32%-0 0 0 0 0
0.00 6.33%-05 0 0 0 0
0.00 -3. 6%-0 0 0 0 0
-1.00 -1.32%-0 0 0 0 0
0.00 5.15%-05 0 0 0 0
0.00 -3.52%-0 0 0 0 0
-1.00 -1.32%-0 0 0 0 0
0.00 .17%-05 0 0 0 0
0.00 -3.56%-0 0 0 0 0
-1.00 -1.32%-0 0 0 0 0
0.00 3.37%-05 0 0 0 0
0.00 -3.60%-0 0 0 0 0
-1.00 -1.32%-0 0 0 0 0
0.00 2.7 %-05 0 0 0 0
0.00 -3.63%-0 0 0 0 0
-1.00 -1.32%-0 0 0 0 0
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0.00 2.25%-05 0 0 0 0
0.00 -3.65%-0 0 0 0 0
-1.00 -1.31%-0 0 0 0 0
0.00 1.89%-05 0 0 0 0
0.00 -3.67%-0 0 0 0 0
-1.00 -1.31%-0 0 0 0 0
0.00 1.63%-05 0 0 0 0
0.00 -3.69%-0 0 0 0 0
-1.00 -1.31%-0 0 0 0 0
0.00 1. 7%-05 0 0 0 0
0.00 -3.71%-0 0 0 0 0
-1.00 -1.31%-0 0 0 0 0
0.00 1.38%-05 0 0 0 0
0.00 -3.73%-0 0 0 0 0
-1.00 -1.31%-0 0 0 0 0
0.00 1.3 %-05 0 0 0 0
0.00 -3.7 %-0 0 0 0 0
-1.00 -1.31%-0 0 0 0 0
0.00 1.33%-05 0 0 0 0
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0.00 UUU 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
UUU 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.00 UUU 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.00 0.00 UUU 0.00 UUU 0 0 0 0 0 0 0 0 0 0 0 0
UUU 0.00 0.00 UUU 0.00 0 0 0 0 0 0 0 0 0 0 0 0
0.00 UUU UUU 0.00 UUU 0 0 0 0 0 0 0 0 0 0 0 0
0.00 UUU UUU 0.00 0.00 UUU 0.00 UUU 0.00 0 0 0 0 0 0 0 0
UUU 0.00 0.00 UUU 0.00 0.00 UUU 0.00 0.00 0 0 0 0 0 0 0 0
0.00 UUU 0.00 0.00 UUU UUU 0.00 UUU 0.00 0 0 0 0 0 0 0 0
0 0 UUU 0.00 UUU UUU 0.00 0.00 UUU 0.00 UUU 0 0 0 0 0 0
0 0 0.00 UUU 0.00 0.00 UUU 0.00 0.00 UUU 0.00 0 0 0 0 0 0
0 0 UUU 0.00 UUU 0.00 0.00 UUU UUU 0.00 UUU 0.00 0.00 0 0 0 0
0 0 0 0 0 UUU 0.00 UUU UUU 0.00 0.00 UUU 0.00 UUU 0.00 0 0
0 0 0 0 0 0.00 UUU 0.00 0.00 UUU 0.00 0.00 UUU 0.00 0.00 0 0
0 0 0 0 0 UUU 0.00 UUU 0.00 0.00 UUU UUU 0.00 UUU 0.00 0 0
0 0 0 0 0 0 0 0.00 UUU 0.00 UUU UUU 0.00 0.00 UUU 0.00 UUU
0 0 0 0 0 0 0 0.00 0.00 UUU 0.00 0.00 UUU 0 .00 0.00 UUU 0.00
0 0 0 0 0 0 0 0 UUU 0.00 UUU 0.00 0.00 UUU UUU 0.00 UUU
0 0 0 0 0 0 0 0 0 0 0 UUU 0.00 UUU UUU 0.00 0.00
0 0 0 0 0 0 0 0 0 0 0 0.00 UUU 0.00 0.00 UUU 0.00
0 0 0 0 0 0 0 0 0 0 0 UUU 0.00 UUU 0.00 0.00 UUU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 UUU 0.00 UUU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 UUU 0.00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 UUU 0.00 UUU
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
40/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
41/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
42/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
43/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
44/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
45/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
46/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
47/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
48/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
49/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
50/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
51/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
52/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
53/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
54/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
55/105
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56/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
57/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
58/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
59/105
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60/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
61/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
62/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
63/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
64/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
65/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
66/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
67/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
68/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
69/105
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8/15/2019 Axial and Lateral Load Piles ( Fem )1.4
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