Planilla de Fundaciones Prof
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Transcript of Planilla de Fundaciones Prof
![Page 1: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/1.jpg)
ARENAS(resistencia lateral)
PROFUNDIDAD (m) MATERIAL φ N K
1.7
0.60 capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
4.13 5.30 2.43 2.87 2.25 1.50 0.07 4.00 0.70 3530.00 0.00 0.00
8.00 arena limosa 10.91 6.30 4.61 16.50 1.45 0.00 23.00 0.70 3870.00 4.65 10.74
9.50 12.90 7.80 5.10 1.50 1.33 0.07 3.00 0.70 1500.00 0.00 0.00
12.00 arena limosa 16.73 10.30 6.43 17.25 1.53 0.00 25.00 0.70 2500.00 4.39 7.54
9.03 18.28
Ncorr= 28.3954874237521
DATOS DEL PILOTE
# tipo de pilote Longitud (m) Diametro (cm) Area del fuste
1 In situ 12 40 1507.97 0.13 1256.642 In situ 12 45 1696.46 0.16 1590.435
3 In situ 12 50 1884.96 0.20 1963.5
NF (m)
σ total (TN/M2)
µ (TN/M2) σ`v (TN/M2) ɣ (TN/M3) Su Db (MM)
TOUMA Y REESE P adm (TN)
MEYERHOF P adm (TN)
arcilla inorganica de baja plasticidad
arcilla de media plasticidad
area de la punta en m2
AREA DE LA PUNTA (CM2)
CAP. DEL PILOTE= Q ult/3
![Page 2: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/2.jpg)
DATOS DEL PILOTE
# tipo de pilote Longitud (m) Diametro (cm) Area del fuste
1 In situ 12 40 1507.97 0.13 1256.64
area de la punta en m2
AREA DE LA PUNTA (CM2)
![Page 3: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/3.jpg)
ARENAS(resistencia lateral) ARENAS (resistencia por punta) ARCILLA
P (TN)
capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
0.00 0.00 0.00 0.00 0 0 0
17.08
17.08
27.96 31.32 0.00 0.00 0 0 00
4.65
0.00 0.00 0.00 0.00 0 0 0
7.26
7.26
19.64 21.99 0.00 18.85 28.99 20.11 17.910 22.30
47.60 53.31 Q ult 51.29
CALCULO DE NUMERO DE PILOTESCOLUMNAS NUMERO DE PILOTES
C1 78.57 17.10 5 6.93C2 78.57 17.10 5 6.93C3 69.84 17.10 4 6.16C4 69.84 17.10 4 6.16
QUIROZ/REESE P adm (TN)
REESE/WRIGHT P adm (TN)
REESE Y O`NEIL P adm (TN)
TOUMA Y REESE P adm (TN)
MEYERHOF P adm (TN)
REESE/WRIGHT P adm (TN)
REESE Y O`NEIL P adm (TN)
P admisible P adm (TN)
CARGA DE LA COLUMNA (TN)
CAPACIDAD DE CARGA DELPILOTE (TN)
VOL. DE HORMIGON (M3)
CAP. DEL PILOTE= Q ult/3 CAP DEL PILOTE=17.10
![Page 4: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/4.jpg)
C5 69.84 17.10 4 6.16C6 61.11 17.10 4 5.39C7 69.84 17.10 4 6.16C8 139.68 17.10 8 12.32C9 139.68 17.10 8 12.32C10 52.38 17.10 3 4.62C11 52.38 17.10 3 4.62C12 52.38 17.10 3 4.62C13 61.11 17.10 4 5.39
TOTAL 58 87.78
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MATERIAL φ
1.7
0.60 capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
4.13 5.30 2.43 2.87 2.25 1.50
8.00 arena limosa 10.91 6.30 4.61 16.50 1.45
9.50 12.90 7.80 5.10 1.50 1.33
12.00 arena limosa 16.73 10.30 6.43 17.25 1.53
DATOS DEL PILOTE
# Longitud (m)
1 In situ 12 45 1696.46 0.16 1590.435
NF (m)
PROFUNDIDAD (m)
σ total (TN/M2)
µ (TN/M2)
σ`v (TN/M2)
ɣ (TN/M3)
arcilla inorganica
de baja plasticidad
arcilla de media
plasticidad
tipo de pilote
Diametro (cm)
Area del fuste
area de la punta en m2
AREA DE LA PUNTA (CM2)
![Page 6: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/6.jpg)
ARENAS(resistencia lateral)
N K
capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
0.07 4.00 0.70 3530.00 0.00 0.00 0.00
0.00 23.00 0.70 3870.00 5.23 12.08 31.46
0.07 3.00 0.70 1500.00 0.00 0.00 0.00
0.00 25.00 0.70 2500.00 4.94 8.48 22.09
10.16 20.56 53.55
Ncorr= 28.39548742375
Su Db (MM)
TOUMA Y REESE P adm (TN)
MEYERHOF P adm (TN)
QUIROZ/REESE P adm (TN)
![Page 7: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/7.jpg)
ARENAS(resistencia lateral)
capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
0.00 0.00 0.00 0 0 0
35.23 0.00 0.00 0 0 0
0.00 0.00 0.00 0 0 0
24.74 0.00 23.86 32.62 25.45 22.66
59.97
CALCULO DE NUMERO DE PILOTES
COLUMNAS
C1 78.57 20.07 4 7.47C2 78.57 20.07 4 7.47
ARENAS (resistencia por punta)
REESE/WRIGHT P adm (TN)
REESE Y O`NEIL P adm (TN)
TOUMA Y REESE P adm (TN)
MEYERHOF P adm (TN)
REESE/WRIGHT P adm (TN)
REESE Y O`NEIL P adm (TN)
CARGA DE LA COLUMNA (TN)
CAPACIDAD DE CARGA
DELPILOTE (TN)NUMERO DE
PILOTESVOL. DE
HORMIGON (M3)
CAP DEL PILOTE=20.07
![Page 8: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/8.jpg)
C3 69.84 20.07 3 6.64C4 69.84 20.07 3 6.64C5 69.84 20.07 3 6.64C6 61.11 20.07 3 5.81C7 69.84 20.07 3 6.64C8 139.68 20.07 7 13.28C9 139.68 20.07 7 13.28C10 52.38 20.07 3 4.98C11 52.38 20.07 3 4.98C12 52.38 20.07 3 4.98C13 61.11 20.07 3 5.81
TOTAL 50 94.65
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ARCILLA
P (TN)
capa vegetal
19.21
19.21
0 5.23
8.168.16
0 27.60Q ult 60.20
P admisible P adm (TN)
![Page 10: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/10.jpg)
MATERIAL φ
1.7
0.60 capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
4.13 5.30 2.43 2.87 2.25
8.00 arena limosa 10.91 6.30 4.61 16.50
9.50 12.90 7.80 5.10 1.50
12.00 arena limosa 16.73 10.30 6.43 17.25
DATOS DEL PILOTE
# tipo de pilote Longitud (m)
1 In situ 12 50 1884.96 0.20
NF (m)
PROFUNDIDAD (m)
σ total (TN/M2)
µ (TN/M2)
σ`v (TN/M2)
arcilla inorganica de baja
plasticidad
arcilla de media plasticidad
Diametro (cm)
Area del fuste
area de la punta en m2
![Page 11: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/11.jpg)
ARENAS(resistencia lateral)
N K
capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
1.50 0.07 4.00 0.70 3530.00 0.00 0.00
1.45 0.00 23.00 0.70 3870.00 5.81 13.42
1.33 0.07 3.00 0.70 1500.00 0.00 0.00
1.53 0.00 25.00 0.70 2500.00 5.49 9.42
11.29 22.85
Ncorr= 28.395487423752
DATOS DEL PILOTE
1963.5
CALCULO DE NUMERO DE PILOTES
COLUMNAS
C1 78.57 23.23C2 78.57 23.23C3 69.84 23.23C4 69.84 23.23
ɣ (TN/M3)
Su Db (MM)
TOUMA Y REESE P adm (TN)
MEYERHOF P adm (TN)
AREA DE LA PUNTA (CM2)
CARGA DE LA COLUMNA (TN)
CAPACIDAD DE CARGA
DELPILOTE (TN)
![Page 12: Planilla de Fundaciones Prof](https://reader035.fdocuments.net/reader035/viewer/2022073018/55cf8fb1550346703b9edd97/html5/thumbnails/12.jpg)
C5 69.84 23.23C6 61.11 23.23C7 69.84 23.23C8 139.68 23.23C9 139.68 23.23C10 52.38 23.23C11 52.38 23.23C12 52.38 23.23C13 61.11 23.23
TOTAL
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ARENAS(resistencia lateral)
capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal capa vegetal
0.00 0.00 0.00 0.00 0 0 0
34.95 39.15 0.00 0.00 0 0 0
0.00 0.00 0.00 0.00 0 0 0
24.54 27.49 0.00 29.45 36.24 31.42 27.98
59.50 66.64
CALCULO DE NUMERO DE PILOTES
3 7.973 7.973 7.083 7.08
ARENAS (resistencia por punta)
QUIROZ/REESE P adm (TN)
REESE/WRIGHT P adm (TN)
REESE Y O`NEIL P adm (TN)
TOUMA Y REESE P
adm (TN)
MEYERHOF P adm
(TN)
REESE/WRIGHT P
adm (TN)
REESE Y O`NEIL P adm (TN)
NUMERO DE PILOTES
VOL. DE HORMIGON
(M3)
CAP DEL PILOTE=23.23
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3 7.083 6.203 7.086 14.176 14.172 5.312 5.312 5.313 6.20
43 100.93
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ARCILLA
P (TN)
capa vegetal
21.3521.35
0 5.81
9.079.07
0 33.47Q ult 69.70
P admisible P adm (TN)
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ARENAS(resistencia lateral)
REFERENCIA
DESCRIPCION Qs= 0,00096 N
1200112001
TOUMA Y REESE (P adm)
MEYERHOF (P adm)
Qs= k*σ`v*tanφf<0,24 Mpa para lo cual: k=0,7 para Db≤7500 mm
k=0,6 para 7500<Db≤12000 k=0,5 para Db >12000
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ARENAS(resistencia lateral)
Qs= 0,0025 N < 0,19MPa
0.7
QUIROZ/REESE (P adm)
REESE/WRIGHT (P adm)
Para N≤53: Qs= 0,0028 N Para 53< N ≤ 100: Qs= 0,00021 (N-53) + 0,15
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ARENAS(resistencia lateral) ARENAS (resistencia por punta)
REESE Y O`NEIL (P adm)
TOUMA Y REESE (P
adm)MEYERHOF (P adm)
REESE/WRIGHT (P
adm)
REESE Y O`NEIL (P
adm)
Qs= β*σ`v ≤ 0,19 Mpa para 0,25 ≤ β ≤ 1,2 para lo cual:
β= 1,5-7,7*10 ᶾ* � √z