ABCDEFGHIJKLMNOPQRSTUVWXYZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBWBXBYBZCACBCCCDCECFCGCHCICJCKCLCMCNCOCPCQCRCSCTCUCV
1
Données de base - Efforts dans un pieu
2
calculs suivant le fascicule 62 titre V (fondations profondes et semi-profondes)
3
prise en compte de l'abattement
non
Messages d'erreur
4
diamètre du pieu0,800m
l'abattement sur les raideurs est pris sur
2
phi (>=1)
5
longueur du pieu20,00m
à partir de (h>=0)
0,000m
6
au dessus de la tête du pieu
7
niveau haut du terrain0,00m
8
niveau haut du pieu0,00m
espacement transversal des pieux
0,000m
9
nombre transversal de pieux
1
10
ab2,000
11
hauteurnature du solEalphacoucheskabattementk groupehauteurk finalniveaux des couchesniveaux pour le pieubhauteurk t/m312hkhcu0,0001,0000183 1523151,636197
12
couchesMPamt/m3pieux groupést/m3mt / m3-0,8008,203 152120,0000,0000,00000,0891,0000183 1523151,636197
13
8,20remblais5,0 1/2 8,203 1521,0003 1520,0893 1520,00-8,200,00-8,2025,2125,2111,8012 120130,0000,0000,0000,0000,1781,0000183 1523151,636197
14
12,30sables compacts15,0 1/3 11,8012 1201,00012 1200,0893 152-8,20-20,50-8,20-20,0096,9696,9600,0000,0000,0000,0000,2671,0000183 1523151,636197
15
8,50sables et graviers40,0 1/2 0,0893 152-20,50-29,00201,70201,7000,0000,0000,0000,0000,3561,0000183 1523151,636197
16
11,00sables verts15,0 1/3 0,0893 152-29,00-40,0096,9696,9600,0000,0000,0000,0000,4441,0000183 1523151,636197
17
0,0893 1520,000,0000000,0000,0000,0000,5331,0000183 1523151,636197
18
0,0893 1520,000,0000000,0000,0000,0000,6221,0000183 1523151,636197
19
0,0893 1520,000,0000000,0000,0000,0000,7111,0000183 1523151,636197
20
0,0893 1520,000,0000000,0000,0000,0000,8001,0000183 1523151,636197
21
0,0893 1520,000,0000000,0000,0000,0000,8891,0000183 1523151,636197
22
0,0893 1520,000,0000000,0000,0000,0000,9781,0000183 1523151,636197
23
0,0893 1520,000,0000000,0000,0000,0001,0671,0000183 1523151,636197
24
0,0893 1520,000,0000000,0000,0000,0001,1561,0000183 1523151,636197
25
0,0893 1520,000,0000000,0000,0000,0001,2441,0000183 1523151,636197
26
0,0893 1520,000,0000000,0000,0000,0001,3331,0000183 1523151,636197
27
0,0893 1520,000,000000,0000,0000,0001,4221,0000183 1523151,636197
28
0,0893 1520000,0000,0000,0001,5111,0000183 1523151,636197
29
0,0893 1520000,0000,0000,0001,6001,0000183 1523151,636197
30
0,0893 152128,203 1528,2006,6006,6008,2001,0000183 1523151,636197
31
6,6003 1521311,8012 12020,00018,40011,80020,0001,00001912 12012120,02
32
11,80012 12022
33
34
Calcul des efforts le long du pieu
type1
Diamètre pieu
181
35
d'après "Calcul des fondations sur pieux par la méthode du module de réaction" par A. Millan - Annales de l'ITBTP n°408 octobre 1982
Pieu libreM=0 et T=0
Longueur pieu
2012alpha
36
Pieu articuléM=0 et f=0l pieu20,00390
37
Conditions en pied
Déplacements unitaires en tête
Pieu encastré
f=0 et téta=0det153155328153
pieu libre (type 1)
pieu articulé (type 2)
pieu encastré (type 3)
ki bas
efforts en tête des couches
pour m =1 h=0
efforts en tête des couches
pour m =0 h=1
max u
38
Pieu libreflèche (mm)téta (mrad)eih *kh cu *h cumulcouchedelta hklouK barg 1g 2g 3g 4k1 dépk2 dépk3 dépk1 dépk2 dépk3 dépk1 dépk2 dépk3 dépk1 dépk2 dépk3 dépk1k2k3kx1x2x3x4Df0f1f2f3y-omégaM barT bary-omégaM barT bar5,2833
39
à savoir :M=0 et T=0H = 1 t0,25220,0805603190,093151,640,090,0910,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6400,0420,0210,0660,2040,6401,0591,0000,0890,0040,0000,00008-0,000050,000020,000000,00025-0,000080,000000,000020,0284
40
M = 1 tm0,08050,0516603190,093151,640,180,1820,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6400,0420,0210,0660,2040,6411,0591,0000,0890,0040,0000,00008-0,000050,000020,000000,00025-0,000080,000000,000020,0284
41
Caractéristiques du pieu
603190,093151,640,270,2730,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6410,0420,0210,0660,2040,6411,0591,0000,0890,0040,0000,00007-0,000050,000020,000000,00024-0,000080,000000,000010,0284
42
module Young Ei3,010e6 t/m2
Coefficients de rigidité
603190,093151,640,360,3640,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6410,0420,0210,0660,2040,6411,0591,0000,0890,0040,0000,00007-0,000050,000020,000000,00023-0,000080,000000,000010,0284
43
inertie *m4ro 17903t / m603190,093151,640,440,4450,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6410,0420,0210,0660,2040,6411,0591,0000,0890,0040,0000,00006-0,000050,000020,000000,00022-0,000080,000010,000010,0284
44
* si le pieu n'est pas circulaire et plein
ro 212333t603190,093151,640,530,5360,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6410,0420,0210,0660,2040,6411,0591,0000,0890,0040,0000,00006-0,000040,000020,000000,00022-0,000080,000010,000010,0284
45
modules différésE / 3bétonro 338627tm603190,093151,640,620,6270,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6410,0420,0210,0660,2040,6411,0591,0000,0890,0040,0000,00006-0,000040,000020,000000,00021-0,000080,000010,000010,0284
46
k / 2terrain603190,093151,640,710,7180,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6410,0420,0210,0660,2040,6421,0591,0000,0890,0040,0000,00005-0,000040,000020,000000,00020-0,000080,000010,000010,0284
47
sup M max603190,093151,640,800,8090,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2040,6420,0420,0210,0660,2050,6421,0591,0000,0890,0040,0000,00005-0,000040,000020,000000,00020-0,000080,000010,000010,0284
48
cacul en instantanné1,00.M603190,093151,640,890,89100,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6420,0420,0210,0660,2050,6421,0591,0000,0890,0040,0000,00004-0,000040,000020,000000,00019-0,000080,000010,000010,0284
49
calcul en différé1,02.H603190,093151,640,980,98110,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6420,0420,0210,0660,2050,6431,0591,0000,0890,0040,0000,00004-0,000040,000020,000000,00018-0,000080,000010,000010,0284
50
603190,093151,641,071,07120,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6430,0420,0210,0660,2050,6431,0591,0000,0890,0040,0000,00004-0,000040,000020,000000,00018-0,000070,000010,000010,0284
51
excentricité d'implantation
0,0cm603190,093151,641,161,16130,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6430,0420,0210,0660,2050,6431,0591,0000,0890,0040,0000,00003-0,000030,000020,000000,00017-0,000070,000010,000010,0284
52
défaut de verticalité0,0mm / m603190,093151,641,241,24140,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6430,0420,0210,0660,2050,6441,0591,0000,0890,0040,0000,00003-0,000030,000010,000000,00016-0,000070,000010,000010,0284
53
5603190,093151,641,331,33150,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6440,0420,0210,0660,2050,6441,0591,0000,0890,0040,0000,00003-0,000030,000010,000000,00016-0,000070,000010,000010,0284
54
Sollicitations
H = 0.0 M = 1.0
603190,093151,641,421,42160,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6440,0420,0210,0660,2050,6451,0591,0000,0890,0040,0000,00003-0,000030,000010,000000,00015-0,000070,000010,000010,0284
55
NHMN têteH têteM pieuN pieuM pieu
H = 1.0 M = 0.0
603190,093151,641,511,51170,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6450,0430,0210,0660,2050,6451,0591,0000,0890,0040,0000,00002-0,000030,000010,000000,00014-0,000070,000010,000000,0284
56
0,005,8042,500,005,8044,000,0044,00
H = 5,8 M = 42,5
603190,093151,641,601,60180,0931523,1280,0280,0420,1780,0160,0010,0000,0040,0000,0004271,486379,68833,75017085,939759,37545,000-2,0000-2,0000-2,00000,1310,2050,6450,0430,0210,0660,2050,6461,0591,0000,0890,0040,0000,00002-0,000030,000010,000000,00014-0,000070,000010,000000,0284
57
406,934,83-17,35406,934,8317,35406,9317,35
H = 4,8 M = -17,3
603196,603151,648,208,20196,6031523,1282,1100,04251,828168,793533,9621510,2920,1220,1980,6280,1260,1940,6320,1370,2240,707-2,0000-2,0000-2,00000,1310,2050,6460,0430,0510,1790,4010,895144,191-2,1502,35217,05743,4370,00002-0,000030,000010,000000,00013-0,000070,000020,000002,1102
58
378,38-10,748,58378,38-10,748,58378,388,58
H = -10,7 M = 8,6
6031911,8012120,0220,0020,002011,80121202,2335,2830,16121671,38048405,607108115,051241429,9700,3590,4010,8950,3590,4010,8950,3590,4010,8960,35900,40090,89540,3590,4010,8950,16153,231-33,122-206,727-379,131-0,000010,000000,000000,00000-0,000010,000000,000000,000005,2833
59
576,153,29-18,90576,153,2918,90576,1518,90
H = 3,3 M = -18,9
0,000000,000000,000000,000000,000000,000000,000000,000000,0000
60
291,01-10,224,15291,01-10,227,90291,017,90
H = -10,2 M = 4,2
61
360,983,54-15,35360,983,5415,35360,9815,35
H = 3,5 M = -15,4
n =40
Efforts en tête
pour m=1 h=0
pour m=0 t=1
62
486,060,08-19,39486,060,0819,39486,0619,39
H = 0,1 M = -19,4
max mommax mom
63
466,49-7,489,25466,49-7,489,25466,499,25
H = -7,5 M = 9,3
en tête des couches
au point1,00
en tête des couches
au point1,02
64
337,66-22,24-60,52337,66-22,2471,50337,6671,50
H = -22,2 M = -60,5
xxcouchex coucheuloK bareif0f1f2f3y-wMbarTbary-wMbarTbarflèche mmrota mradmomtranchpressionabs momy-wMbarTbary-wMbarTbarflèche mmrota mradmomtranchpressionabs mom
65
324,8613,2545,71324,8613,2551,46324,8651,46
H = 13,2 M = 45,7
0,000,001,000,000,003,130,0460318,581,000,000,000,000,000,000,000,000,000,000,000,000,080,051,000,000,251,000,000,000,000,000,000,000,000,000,250,080,001,000,790,00
66
483,23-32,11-46,29483,23-32,1167,49483,2367,49
H = -32,1 M = -46,3
0,500,506,000,060,023,130,0460318,581,000,060,000,000,000,000,000,000,000,000,000,000,060,040,98-0,090,180,980,000,000,000,000,000,000,000,000,210,080,420,710,670,42
67
482,2019,9131,82482,2019,9144,45482,2044,45
H = 19,9 M = 31,8
1,001,0012,000,020,013,130,0460318,581,000,020,000,000,000,000,000,000,000,000,000,000,040,040,92-0,140,120,920,000,000,000,000,000,000,000,000,170,070,720,460,550,72
68
1,501,5017,000,080,023,130,0460318,581,000,080,000,000,000,000,000,000,000,000,000,000,020,030,84-0,180,070,840,000,000,000,000,000,000,000,000,140,070,900,270,440,90
69
2,002,0019,000,400,133,130,0460318,581,000,400,080,010,000,000,000,000,000,000,000,000,010,020,74-0,200,030,740,000,000,000,000,000,000,000,000,110,060,990,110,340,99
70
2,502,5019,000,900,293,130,0460318,581,000,900,400,120,000,000,000,000,000,000,000,000,000,020,64-0,200,000,640,000,000,000,000,000,000,000,000,080,051,020,000,251,02
71
tttmtttmttm-10,743,003,0019,001,400,453,130,0460318,580,991,400,980,460,000,000,000,000,000,000,000,00-0,010,010,54-0,20-0,020,540,000,000,000,000,000,000,000,000,060,040,99-0,090,180,99
72
8,583,503,5019,001,900,613,130,0460318,580,981,891,801,140,000,000,000,000,000,000,000,00-0,010,010,44-0,19-0,040,440,000,000,000,000,000,000,000,000,040,030,93-0,150,120,93
73
Affichage des résultats
4,004,0019,002,400,773,130,0460318,580,942,372,872,300,000,000,000,000,000,000,000,00-0,010,000,35-0,17-0,050,350,000,000,000,000,000,000,000,000,020,030,85-0,180,070,85
74
4,504,5019,002,900,933,130,0460318,580,882,834,174,050,000,000,000,000,000,000,000,00-0,020,000,27-0,15-0,050,270,000,000,000,000,000,000,000,000,010,020,75-0,200,030,75
75
en instantanné5,005,0019,003,401,093,130,0460318,580,773,245,696,510,000,000,000,000,000,000,000,00-0,020,000,20-0,13-0,050,200,000,000,000,000,000,000,000,000,000,010,64-0,210,000,64
76
abscissemomenttranchantpressionflèchetétaAvec défaut de verticalitémomentmoment5,505,5019,003,901,253,130,0460318,580,603,597,409,770,000,000,000,000,000,000,000,00-0,020,000,14-0,11-0,050,140,000,000,000,000,000,000,000,00-0,010,010,54-0,21-0,020,54
77
mtmtt / m2mmmradH têteM têtesous M=1sous H=16,006,0019,004,401,413,130,0460318,580,353,839,2613,930,000,000,000,000,000,000,000,00-0,010,000,09-0,09-0,040,090,000,000,000,000,000,000,000,00-0,010,010,44-0,20-0,030,44
78
0,008,58-10,74-6,36-2,02-0,42-10,748,581,000,006,506,5019,004,901,573,130,0460318,580,013,9211,2119,050,000,000,000,000,000,000,000,00-0,010,000,05-0,08-0,040,050,000,000,000,000,000,000,000,00-0,010,000,34-0,18-0,040,34
79
0,503,82-8,34-5,65-1,79-0,47ttm0,980,427,007,0019,005,401,733,130,0460318,58-0,453,8213,1525,140,000,000,000,000,000,000,000,00-0,010,000,01-0,06-0,030,010,000,000,000,000,000,000,000,00-0,010,000,25-0,17-0,040,25
80
1,000,19-6,23-4,89-1,55-0,490,920,727,507,5019,005,901,893,130,0460318,58-1,053,4514,9832,180,000,000,000,000,000,000,000,00-0,010,00-0,02-0,05-0,030,020,000,000,000,000,000,000,000,00-0,010,000,17-0,16-0,040,17
81
1,50-2,46-4,43-4,12-1,31-0,480,840,908,008,0019,006,402,053,130,0460318,58-1,802,7516,5540,080,000,000,000,000,000,000,000,00-0,010,00-0,04-0,04-0,020,040,000,000,000,000,000,000,000,00-0,010,000,10-0,14-0,030,10
82
2,00-4,29-2,92-3,39-1,08-0,450,740,998,508,5020,000,300,132,230,1660318,581,000,300,040,000,000,000,000,000,000,000,000,000,000,00-0,06-0,02-0,060,060,000,000,000,000,000,000,000,00-0,010,000,03-0,11-0,110,03
83
2,50-5,43-1,71-2,71-0,86-0,410,641,029,009,0020,000,800,362,230,1660318,581,000,800,320,090,000,000,000,000,000,000,000,000,000,00-0,07-0,01-0,040,070,000,000,000,000,000,000,000,00-0,010,00-0,01-0,07-0,090,01
84
3,00-6,04-0,75-2,10-0,67-0,360,540,999,509,5020,001,300,582,230,1660318,580,981,300,840,370,000,000,000,000,000,000,000,000,000,00-0,060,01-0,020,060,000,000,000,000,000,000,000,00-0,010,00-0,04-0,04-0,070,04
85
3,50-6,22-0,01-1,57-0,50-0,310,440,9310,0010,0020,001,800,812,230,1660318,580,931,771,610,970,000,000,000,000,000,000,000,000,000,00-0,060,01-0,010,060,000,000,000,000,000,000,000,000,000,00-0,05-0,02-0,050,05
86
4,00-6,080,52-1,12-0,36-0,260,350,8510,5010,5020,002,301,032,230,1660318,580,812,212,612,020,000,000,000,000,000,000,000,000,000,00-0,050,02-0,010,050,000,000,000,000,000,000,000,000,000,00-0,060,00-0,030,06
87
4,50-5,720,89-0,75-0,24-0,210,270,7511,0011,0020,002,801,252,230,1660318,580,592,573,813,620,000,000,000,000,000,000,000,000,000,00-0,040,020,000,040,000,000,000,000,000,000,000,000,000,00-0,060,01-0,020,06
88
5,00-5,211,13-0,46-0,15-0,170,200,6411,5011,5020,003,301,482,230,1660318,580,212,785,165,850,000,000,000,000,000,000,000,000,000,00-0,030,020,000,030,000,000,000,000,000,000,000,000,000,00-0,050,01-0,010,05
89
5,50-4,611,27-0,23-0,07-0,120,140,5412,0012,0020,003,801,702,230,1660318,58-0,372,756,558,780,000,000,000,000,000,000,000,000,000,00-0,020,020,010,020,000,000,000,000,000,000,000,000,000,00-0,040,020,000,04
90
6,00-3,951,33-0,06-0,02-0,090,090,4412,5012,5020,004,301,932,230,1660318,58-1,222,377,8512,390,000,000,000,000,000,000,000,000,000,00-0,020,010,010,020,000,000,000,000,000,000,000,000,000,00-0,040,020,000,04
91
6,50-3,291,330,050,02-0,060,050,3413,0013,0020,004,802,152,230,1660318,58-2,381,488,8416,580,000,000,000,000,000,000,000,000,000,00-0,010,010,010,010,000,000,000,000,000,000,000,000,000,00-0,030,020,000,03
92
7,00-2,631,290,130,04-0,030,010,2513,5013,5020,005,302,372,230,1660318,58-3,89-0,079,2221,130,000,000,000,000,000,000,000,000,000,00-0,010,010,010,010,000,000,000,000,000,000,000,000,000,00-0,020,010,010,02
93
7,50-2,001,230,160,05-0,02-0,020,1714,0014,0020,005,802,602,230,1660318,58-5,77-2,478,6325,640,000,000,000,000,000,000,000,000,000,000,000,010,010,000,000,000,000,000,000,000,000,000,000,00-0,010,010,010,01
94
8,00-1,411,160,180,060,00-0,040,1014,5014,5020,006,302,822,230,1660318,58-7,99-5,906,5829,510,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00-0,010,010,010,01
95
8,50-0,860,970,660,050,01-0,060,0315,0015,0020,006,803,042,230,1660318,58-10,48-10,512,5331,880,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,010,010,00
96
9,00-0,440,720,590,050,01-0,07-0,0115,5015,5020,007,303,272,230,1660318,58-13,05-16,39-4,1431,600,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
97
9,50-0,130,500,500,040,02-0,06-0,0416,0016,0020,007,803,492,230,1660318,58-15,45-23,53-14,0727,200,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
98
10,000,070,320,400,030,02-0,06-0,0516,5016,5020,008,303,722,230,1660318,58-17,26-31,74-27,8516,890,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
99
10,500,200,180,310,030,01-0,05-0,0617,0017,0020,008,803,942,230,1660318,58-17,95-40,60-45,92-1,360,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00
100
11,000,260,080,220,020,01-0,04-0,0617,5017,5020,009,304,162,230,1660318,58-16,77-49,38-68,44-29,770,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,000,00