Estaca Raiz - Calculo

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PROFUNDIADE Sondagem SM-101 Sondagem SM-102 Sondagem SM-103 Sondagem SM-104 Sondagem (m) 0.00 0.00 0.00 0.00 N.A. (m) 3.30 N.A. (m) 2.10 N.A. (m) 2.20 N.A. (m) 4.00 N.A. (m) SPT Tipo de Solo SPT Tipo de Solo SPT Tipo de Solo SPT Tipo de Solo SPT 0 - Silte arenoso - Silte argiloso - Silte argiloso - Silte argiloso - 1 7 Silte arenoso 5 Silte argiloso 4 Silte argiloso 6 Silte argiloso 4 2 9 Silte arenoso 2 Silte argiloso 2 Silte argiloso 7 Silte argiloso 2 3 8 Silte arenoso 2 Silte argiloso 4 Areia 4 Silte argiloso 2 4 3 Areia 3 Areia 4 Areia 5 Silte argiloso 2 5 3 Areia 4 Areia 4 Areia 13 Silte arenoso 3 6 6 Areia 4 Areia 5 Areia 22 Silte arenoso 4 7 14 Areia 6 Areia 4 Areia 12 Silte arenoso 4 8 26 Areia 7 Areia 5 Areia 16 Areia 5 9 28 Areia 8 Areia 6 Areia 18 Areia 7 10 38 Areia 13 Areia 7 Areia 21 Areia 7 11 40 Areia 28 Areia 6 Areia 40 Areia 7 12 40 Areia 33 Areia 7 Areia 40 Areia 19 13 40 Areia 39 Areia 10 Areia 40 Areia 25 14 40 Areia 40 Areia 14 Areia 40 Areia 30 15 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 16 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 17 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 18 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 19 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 20 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 21 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 22 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 23 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 24 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 25 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 26 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 27 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 28 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 29 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 30 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 31 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 32 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 33 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 34 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 35 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 36 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 37 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 38 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 39 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 40 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 41 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 42 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 43 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 44 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 45 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 46 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 47 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 48 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 49 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 50 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 51 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 52 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 53 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 54 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 55 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Cabeça da Estaca (m) Cabeça da Estaca (m) Cabeça da Estaca (m) Cabeça da Estaca (m) Cabeça da Estaca (m)

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Estaca Raiz - Calculo

Transcript of Estaca Raiz - Calculo

Page 1: Estaca Raiz - Calculo

PROFUNDIADESondagem SM-101 Sondagem SM-102 Sondagem SM-103 Sondagem SM-104 Sondagem SM-105

(m)0.00 0.00 0.00 0.00 0.00

N.A. (m) 3.30 N.A. (m) 2.10 N.A. (m) 2.20 N.A. (m) 4.00 N.A. (m) 4.00

SPT Tipo de Solo SPT Tipo de Solo SPT Tipo de Solo SPT Tipo de Solo SPT Tipo de Solo

0 - Silte arenoso - Silte argiloso - Silte argiloso - Silte argiloso - Silte argiloso

1 7 Silte arenoso 5 Silte argiloso 4 Silte argiloso 6 Silte argiloso 4 Silte argiloso

2 9 Silte arenoso 2 Silte argiloso 2 Silte argiloso 7 Silte argiloso 2 Silte argiloso

3 8 Silte arenoso 2 Silte argiloso 4 Areia 4 Silte argiloso 2 Silte argiloso

4 3 Areia 3 Areia 4 Areia 5 Silte argiloso 2 Silte argiloso

5 3 Areia 4 Areia 4 Areia 13 Silte arenoso 3 Silte argiloso

6 6 Areia 4 Areia 5 Areia 22 Silte arenoso 4 Silte argiloso

7 14 Areia 6 Areia 4 Areia 12 Silte arenoso 4 Silte argiloso

8 26 Areia 7 Areia 5 Areia 16 Areia 5 Silte argiloso

9 28 Areia 8 Areia 6 Areia 18 Areia 7 Areia

10 38 Areia 13 Areia 7 Areia 21 Areia 7 Areia

11 40 Areia 28 Areia 6 Areia 40 Areia 7 Areia

12 40 Areia 33 Areia 7 Areia 40 Areia 19 Areia

13 40 Areia 39 Areia 10 Areia 40 Areia 25 Areia

14 40 Areia 40 Areia 14 Areia 40 Areia 30 Areia

15 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

16 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

17 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

18 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

19 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

20 40 Areia 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

21 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

22 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

23 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

24 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

25 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

26 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

27 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

28 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

29 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

30 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

31 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

32 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

33 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

34 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

35 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

36 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

37 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

38 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

39 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

40 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

41 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

42 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

43 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

44 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

45 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

46 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

47 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

48 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

49 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

50 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

51 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

52 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

53 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

54 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

55 40 Areia siltosa 40 Areia siltosa 40 Areia 40 Areia siltosa 40 Areia

Cabeça da Estaca (m)

Cabeça da Estaca (m)

Cabeça da Estaca (m)

Cabeça da Estaca (m)

Cabeça da Estaca (m)

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SONDAGENS

INFORMAÇÕES INICIAIS

DESCRIÇÃO

PROJETO Viaduto Sargento Dias

ÁREA Blocos

COMPLEMENTO

UNIDADE

PROPRIEDADES DA FUNDAÇÃO

SONDAGEM SM-103TIPO DE ESTACA Raiz

GEOMETRIA DA ESTACA

COMPRIMENTO DA ESTACA (m) 13.00DIÂMETRO DO FUSTE DA ESTACA (m) 0.25DIÂMETRO DA PONTA DA ESTACA (m) 0.25

PROFUNDIDADE DA CABEÇA DA ESTACA (m) 0.00

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Viaduto Sargento Dias-Blocos--

SONDAGEM SM-103

Coeficientes de Segurança RecomendadosEstacas Escavadas Estacas Cravadas ou Raiz

Método Carga Lateral Carga de Ponta Carga Lateral Carga de PontaAoki-Velloso (1975) 2.00 2.00 2.00 2.00Decourt-Quaresma (1978) 1.30 4.00 1.30 4.00Teixeira (1996) 1.50 4.00 2.00 2.00Alonso (1996) 2.00 2.00 2.00 2.00P.P.C. Velloso (1979) 2.50 2.50 2.50 2.50

Capacidade de CargaMétodo Qlu (kN) Qpu (kN) Qu (kN) Qadm (kN)Aoki-Velloso (1975) 154.58 245.44 400.02 200.01Decourt-Quaresma (1978) 269.44 101.45 370.88 232.62Teixeira (1996) 296.10 44.67 340.76 170.38Alonso (1996) 284.22 80.99 365.22 182.61P.P.C. Velloso (1979) 231.26 109.94 341.20 136.48Máximo - - - 232.62Médio - - - 182.61Mínimo - - - 136.48

ESCOLHA DO MÉTODO

MÉTODO DE ANÁLISETeixeira (1996)

RESULTADO

CARGA ADMISSÍVEL - Qadm 170.38 kN

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Viaduto Sargento Dias-Blocos--

SONDAGEM SM-103

-56.00-55.00-54.00-53.00-52.00-51.00-50.00-49.00-48.00-47.00-46.00-45.00-44.00-43.00-42.00-41.00-40.00-39.00-38.00-37.00-36.00-35.00-34.00-33.00-32.00-31.00-30.00-29.00-28.00-27.00-26.00-25.00-24.00-23.00-22.00-21.00-20.00-19.00-18.00-17.00-16.00-15.00-14.00-13.00-12.00-11.00-10.00-9.00-8.00-7.00-6.00-5.00-4.00-3.00-2.00-1.000.00

CROQUIS - CAPACIDADE DE CARGA GEOTÉCNICA

PRO

FUN

DID

ADE

(m)

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Furo de Sondagem SM-103

Profundidade do Nível de Água 2.20

Tipo de Estaca Raiz

Método de Análise Teixeira (1996)

Comprimento da Estaca (m) 13.00

Profundidade da Cabeça da Estaca (m) 0.00

Diâmetro do Fuste da Estaca (m) 0.25

Diâmetro da Ponta da Estaca (m) 0.25

Capacidade de Carga 170.38

SONDAGEM EM ANÁLISEProfundidade (m) SPT Tipo de Solo

0 0 Silte argiloso1 4 Silte argiloso2 2 Silte argiloso3 4 Areia4 4 Areia5 4 Areia6 5 Areia7 4 Areia8 5 Areia9 6 Areia

10 7 Areia11 6 Areia12 7 Areia13 10 Areia14 14 Areia15 40 Areia16 40 Areia17 40 Areia18 40 Areia19 40 Areia20 40 Areia21 40 Areia22 40 Areia23 40 Areia24 40 Areia25 40 Areia26 40 Areia27 40 Areia28 40 Areia29 40 Areia30 40 Areia31 40 Areia32 40 Areia33 40 Areia34 40 Areia35 40 Areia36 40 Areia37 40 Areia38 40 Areia39 40 Areia40 40 Areia41 40 Areia42 40 Areia43 40 Areia44 40 Areia45 40 Areia46 40 Areia47 40 Areia48 40 Areia49 40 Areia50 40 Areia51 40 Areia52 40 Areia53 40 Areia54 40 Areia55 40 Areia

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Tipos de Estacas Nt Tipos de SolosPré-Moldada (Concreto/Aço) 0 Argila siltosaFranki 0 Argila arenosaHélice Contínua 1 Silte argilosoEsc. s/ revestimento 1 Silte arenosoEsc. c/revest. Ou lama 1 Areia argilosaRaiz 0 Areia siltosa

AreiaAreia com pedregulho

CONTROLES DO GRÁFICOGráfico Geometria da EstacaX (m) Y(m) SPT X (m) Y0.00 -0.50 Sem Nspt Silte argiloso 5 0.000.00 -1.50 Nspt = 4 Silte argiloso 5 -13.000.00 -2.50 Nspt = 2 Silte argiloso 5.25 -13.000.00 -3.50 Nspt = 4 Areia 5.25 0.000.00 -4.50 Nspt = 4 Areia 5 0.000.00 -5.50 Nspt = 4 Areia Furo Correspondente0.00 -6.50 Nspt = 5 Areia 11 -2.5 SONDAGEM: SM-1030.00 -7.50 Nspt = 4 Areia Cota da Estaca0.00 -8.50 Nspt = 5 Areia 4.75 0.000.00 -9.50 Nspt = 6 Areia 4.75 -13.000.00 -10.50 Nspt = 7 Areia Valor da Cota0.00 -11.50 Nspt = 6 Areia 4.75 -6.50 13m0.00 -12.50 Nspt = 7 Areia Eixo da Estaca0.00 -13.50 Nspt = 10 Areia 5.125 1.000.00 -14.50 Nspt = 14 Areia 5.125 -14.000.00 -15.50 Nspt = 40 Areia Características da Estaca0.00 -16.50 Nspt = 40 Areia 11 -5.5 ESTACA: Raiz0.00 -17.50 Nspt = 40 Areia 11 -8.5 Dfuste =0.25m0.00 -18.50 Nspt = 40 Areia 11 -11.5 Dponta =0.25m0.00 -19.50 Nspt = 40 Areia 11 -14.5 Qadm =170.38kN0.00 -20.50 Nspt = 40 Areia 11 -17.5 MÉTODO: Teixeira (1996)0.00 -21.50 Nspt = 40 Areia Nível de Água0.00 -22.50 Nspt = 40 Areia 8.5 -2.20 N.A0.00 -23.50 Nspt = 40 Areia 10 -2.200.00 -24.50 Nspt = 40 Areia 8.8 -2.70.00 -25.50 Nspt = 40 Areia 9.8 -2.70.00 -26.50 Nspt = 40 Areia 9.0 -3.20.00 -27.50 Nspt = 40 Areia 9.5 -3.20.00 -28.50 Nspt = 40 Areia Nome Nível de Água0.00 -29.50 Nspt = 40 Areia 9.25 -2.20 N.A0.00 -30.50 Nspt = 40 Areia0.00 -31.50 Nspt = 40 Areia0.00 -32.50 Nspt = 40 Areia0.00 -33.50 Nspt = 40 Areia0.00 -34.50 Nspt = 40 Areia0.00 -35.50 Nspt = 40 Areia0.00 -36.50 Nspt = 40 Areia0.00 -37.50 Nspt = 40 Areia0.00 -38.50 Nspt = 40 Areia0.00 -39.50 Nspt = 40 Areia0.00 -40.50 Nspt = 40 Areia0.00 -41.50 Nspt = 40 Areia0.00 -42.50 Nspt = 40 Areia0.00 -43.50 Nspt = 40 Areia0.00 -44.50 Nspt = 40 Areia0.00 -45.50 Nspt = 40 Areia0.00 -46.50 Nspt = 40 Areia0.00 -47.50 Nspt = 40 Areia0.00 -48.50 Nspt = 40 Areia0.00 -49.50 Nspt = 40 Areia0.00 -50.50 Nspt = 40 Areia0.00 -51.50 Nspt = 40 Areia0.00 -52.50 Nspt = 40 Areia0.00 -53.50 Nspt = 40 Areia0.00 -54.50 Nspt = 40 Areia0.00 -55.50 Nspt = 40 Areia

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Profundidade (m) SPT Tipo de Solo K (kPa) a F1 F20 0 - - - - - -1 4 Silte argiloso 230 0.034 2 4 1.002 2 Silte argiloso 230 0.034 2 4 2.003 4 Areia 1000 0.014 2 4 3.004 4 Areia 1000 0.014 2 4 4.005 4 Areia 1000 0.014 2 4 5.006 5 Areia 1000 0.014 2 4 6.007 4 Areia 1000 0.014 2 4 7.008 5 Areia 1000 0.014 2 4 8.009 6 Areia 1000 0.014 2 4 9.00

10 7 Areia 1000 0.014 2 4 10.0011 6 Areia 1000 0.014 2 4 11.0012 7 Areia 1000 0.014 2 4 12.0013 10 Areia 1000 0.014 2 4 13.0014 14 Areia 1000 0.014 2 4 13.0015 40 Areia 1000 0.014 2 4 13.0016 40 Areia 1000 0.014 2 4 13.0017 40 Areia 1000 0.014 2 4 13.0018 40 Areia 1000 0.014 2 4 13.0019 40 Areia 1000 0.014 2 4 13.0020 40 Areia 1000 0.014 2 4 13.0021 40 Areia 1000 0.014 2 4 13.0022 40 Areia 1000 0.014 2 4 13.0023 40 Areia 1000 0.014 2 4 13.0024 40 Areia 1000 0.014 2 4 13.0025 40 Areia 1000 0.014 2 4 13.0026 40 Areia 1000 0.014 2 4 13.0027 40 Areia 1000 0.014 2 4 13.0028 40 Areia 1000 0.014 2 4 13.0029 40 Areia 1000 0.014 2 4 13.0030 40 Areia 1000 0.014 2 4 13.0031 40 Areia 1000 0.014 2 4 13.0032 40 Areia 1000 0.014 2 4 13.0033 40 Areia 1000 0.014 2 4 13.0034 40 Areia 1000 0.014 2 4 13.0035 40 Areia 1000 0.014 2 4 13.0036 40 Areia 1000 0.014 2 4 13.0037 40 Areia 1000 0.014 2 4 13.0038 40 Areia 1000 0.014 2 4 13.0039 40 Areia 1000 0.014 2 4 13.0040 40 Areia 1000 0.014 2 4 13.0041 40 Areia 1000 0.014 2 4 13.0042 40 Areia 1000 0.014 2 4 13.0043 40 Areia 1000 0.014 2 4 13.0044 40 Areia 1000 0.014 2 4 13.0045 40 Areia 1000 0.014 2 4 13.0046 40 Areia 1000 0.014 2 4 13.0047 40 Areia 1000 0.014 2 4 13.0048 40 Areia 1000 0.014 2 4 13.0049 40 Areia 1000 0.014 2 4 13.0050 40 Areia 1000 0.014 2 4 13.0051 40 Areia 1000 0.014 2 4 13.0052 40 Areia 1000 0.014 2 4 13.0053 40 Areia 1000 0.014 2 4 13.00

SDL (m)

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54 40 Areia 1000 0.014 2 4 13.0055 40 Areia 1000 0.014 2 4 13.00

S - - - - - - -

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Rp (kN) Rl (kN)- - -

0.00 0.00 0.001.00 0.00 6.141.00 0.00 5.501.00 0.00 11.001.00 0.00 11.001.00 0.00 11.001.00 0.00 13.741.00 0.00 11.001.00 0.00 13.741.00 0.00 16.491.00 0.00 19.241.00 0.00 16.491.00 245.44 19.240.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00

DLválido (m)

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0.00 0.00 0.000.00 0.00 0.00

- 245.44 154.58

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Profundidade (m) SPT Tipo de Solo K (kPa) a b0 0 - - - - -1 4 Silte argiloso 200 0.60 1.20 1.002 3 Silte argiloso 200 0.60 1.20 2.003 4 Areia 400 0.50 1.00 3.004 4 Areia 400 0.50 1.00 4.005 4 Areia 400 0.50 1.00 5.006 5 Areia 400 0.50 1.00 6.007 4 Areia 400 0.50 1.00 7.008 5 Areia 400 0.50 1.00 8.009 6 Areia 400 0.50 1.00 9.00

10 7 Areia 400 0.50 1.00 10.0011 6 Areia 400 0.50 1.00 11.0012 7 Areia 400 0.50 1.00 12.0013 10 Areia 400 0.50 1.00 13.0014 14 Areia 400 0.50 1.00 13.0015 40 Areia 400 0.50 1.00 13.0016 40 Areia 400 0.50 1.00 13.0017 40 Areia 400 0.50 1.00 13.0018 40 Areia 400 0.50 1.00 13.0019 40 Areia 400 0.50 1.00 13.0020 40 Areia 400 0.50 1.00 13.0021 40 Areia 400 0.50 1.00 13.0022 40 Areia 400 0.50 1.00 13.0023 40 Areia 400 0.50 1.00 13.0024 40 Areia 400 0.50 1.00 13.0025 40 Areia 400 0.50 1.00 13.0026 40 Areia 400 0.50 1.00 13.0027 40 Areia 400 0.50 1.00 13.0028 40 Areia 400 0.50 1.00 13.0029 40 Areia 400 0.50 1.00 13.0030 40 Areia 400 0.50 1.00 13.0031 40 Areia 400 0.50 1.00 13.0032 40 Areia 400 0.50 1.00 13.0033 40 Areia 400 0.50 1.00 13.0034 40 Areia 400 0.50 1.00 13.0035 40 Areia 400 0.50 1.00 13.0036 40 Areia 400 0.50 1.00 13.0037 40 Areia 400 0.50 1.00 13.0038 40 Areia 400 0.50 1.00 13.0039 40 Areia 400 0.50 1.00 13.0040 40 Areia 400 0.50 1.00 13.0041 40 Areia 400 0.50 1.00 13.0042 40 Areia 400 0.50 1.00 13.0043 40 Areia 400 0.50 1.00 13.0044 40 Areia 400 0.50 1.00 13.0045 40 Areia 400 0.50 1.00 13.0046 40 Areia 400 0.50 1.00 13.0047 40 Areia 400 0.50 1.00 13.0048 40 Areia 400 0.50 1.00 13.0049 40 Areia 400 0.50 1.00 13.0050 40 Areia 400 0.50 1.00 13.0051 40 Areia 400 0.50 1.00 13.0052 40 Areia 400 0.50 1.00 13.0053 40 Areia 400 0.50 1.00 13.00

SDL (m)

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54 40 Areia 400 0.50 1.00 13.0055 40 Areia 400 0.50 1.00 13.00

S - - - - - -

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Nlválido Rp (kN) Rl (kN)- - -

0.00 4.00 0.00 0.001.00 3.00 0.00 0.001.00 4.00 0.00 0.001.00 4.00 0.00 0.001.00 4.00 0.00 0.001.00 5.00 0.00 0.001.00 4.00 0.00 0.001.00 5.00 0.00 0.001.00 6.00 0.00 0.001.00 7.00 0.00 0.001.00 6.00 0.00 0.001.00 7.00 0.00 0.001.00 101.45 269.440.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.000.00 0.00 0.00

DLválido (m)

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0.00 0.00 0.000.00 0.00 0.00

- - 101.45 269.44

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Profundidade (m) SPT Tipo de Solo0 0 - - - -1 4 Silte argiloso 110.00 6.00 1.002 2 Silte argiloso 110.00 6.00 2.003 4 Areia 260.00 6.00 3.004 4 Areia 260.00 6.00 4.005 4 Areia 260.00 6.00 5.006 5 Areia 260.00 6.00 6.007 4 Areia 260.00 6.00 7.008 5 Areia 260.00 6.00 8.009 6 Areia 260.00 6.00 9.00

10 7 Areia 260.00 6.00 10.0011 6 Areia 260.00 6.00 11.0012 7 Areia 260.00 6.00 12.0013 10 Areia 260.00 6.00 13.0014 14 Areia 260.00 6.00 13.0015 40 Areia 260.00 6.00 13.0016 40 Areia 260.00 6.00 13.0017 40 Areia 260.00 6.00 13.0018 40 Areia 260.00 6.00 13.0019 40 Areia 260.00 6.00 13.0020 40 Areia 260.00 6.00 13.0021 40 Areia 260.00 6.00 13.0022 40 Areia 260.00 6.00 13.0023 40 Areia 260.00 6.00 13.0024 40 Areia 260.00 6.00 13.0025 40 Areia 260.00 6.00 13.0026 40 Areia 260.00 6.00 13.0027 40 Areia 260.00 6.00 13.0028 40 Areia 260.00 6.00 13.0029 40 Areia 260.00 6.00 13.0030 40 Areia 260.00 6.00 13.0031 40 Areia 260.00 6.00 13.0032 40 Areia 260.00 6.00 13.0033 40 Areia 260.00 6.00 13.0034 40 Areia 260.00 6.00 13.0035 40 Areia 260.00 6.00 13.0036 40 Areia 260.00 6.00 13.0037 40 Areia 260.00 6.00 13.0038 40 Areia 260.00 6.00 13.0039 40 Areia 260.00 6.00 13.0040 40 Areia 260.00 6.00 13.0041 40 Areia 260.00 6.00 13.0042 40 Areia 260.00 6.00 13.0043 40 Areia 260.00 6.00 13.0044 40 Areia 260.00 6.00 13.0045 40 Areia 260.00 6.00 13.0046 40 Areia 260.00 6.00 13.0047 40 Areia 260.00 6.00 13.0048 40 Areia 260.00 6.00 13.0049 40 Areia 260.00 6.00 13.0050 40 Areia 260.00 6.00 13.0051 40 Areia 260.00 6.00 13.0052 40 Areia 260.00 6.00 13.0053 40 Areia 260.00 6.00 13.00

a (kN/m²) b (kN/m²) SDL (m)

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54 40 Areia 260.00 6.00 13.0055 40 Areia 260.00 6.00 13.00

S - - - - -

Page 17: Estaca Raiz - Calculo

Rp (kN) Rl (kN)- - - -

0.00 4.00 0.00 0.00 0.00 0.001.00 2.00 0.00 0.00 0.00 0.001.00 4.00 0.00 0.00 0.00 0.001.00 4.00 0.00 0.00 0.00 0.001.00 4.00 0.00 0.00 0.00 0.001.00 5.00 0.00 0.00 0.00 0.001.00 4.00 0.00 0.00 0.00 0.001.00 5.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.001.00 7.00 0.00 0.00 0.00 0.001.00 6.00 0.00 0.00 0.00 0.001.00 7.00 1820.00 0.00 0.00 0.001.00 0.00 0.00 44.67 296.100.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

DLválido (m) Nl, válido Nacima.a (kN/m²) Nabaixo.a (kN/m²)

Page 18: Estaca Raiz - Calculo

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

- - 1820.00 0.00 44.67 296.10

Page 19: Estaca Raiz - Calculo

Profundidade (m) SPT Tipo de Solo0 0 - - - - -1 4 Silte argiloso 150.00 8.70 1.00 0.002 2 Silte argiloso 150.00 8.70 2.00 1.003 4 Areia 200.00 8.70 3.00 1.004 4 Areia 200.00 8.70 4.00 1.005 4 Areia 200.00 8.70 5.00 1.006 5 Areia 200.00 8.70 6.00 1.007 4 Areia 200.00 8.70 7.00 1.008 5 Areia 200.00 8.70 8.00 1.009 6 Areia 200.00 8.70 9.00 1.00

10 7 Areia 200.00 8.70 10.00 1.0011 6 Areia 200.00 8.70 11.00 1.0012 7 Areia 200.00 8.70 12.00 1.0013 10 Areia 200.00 8.70 13.00 1.0014 14 Areia 200.00 8.70 13.00 0.0015 40 Areia 200.00 8.70 13.00 0.0016 40 Areia 200.00 8.70 13.00 0.0017 40 Areia 200.00 8.70 13.00 0.0018 40 Areia 200.00 8.70 13.00 0.0019 40 Areia 200.00 8.70 13.00 0.0020 40 Areia 200.00 8.70 13.00 0.0021 40 Areia 200.00 8.70 13.00 0.0022 40 Areia 200.00 8.70 13.00 0.0023 40 Areia 200.00 8.70 13.00 0.0024 40 Areia 200.00 8.70 13.00 0.0025 40 Areia 200.00 8.70 13.00 0.0026 40 Areia 200.00 8.70 13.00 0.0027 40 Areia 200.00 8.70 13.00 0.0028 40 Areia 200.00 8.70 13.00 0.0029 40 Areia 200.00 8.70 13.00 0.0030 40 Areia 200.00 8.70 13.00 0.0031 40 Areia 200.00 8.70 13.00 0.0032 40 Areia 200.00 8.70 13.00 0.0033 40 Areia 200.00 8.70 13.00 0.0034 40 Areia 200.00 8.70 13.00 0.0035 40 Areia 200.00 8.70 13.00 0.0036 40 Areia 200.00 8.70 13.00 0.0037 40 Areia 200.00 8.70 13.00 0.0038 40 Areia 200.00 8.70 13.00 0.0039 40 Areia 200.00 8.70 13.00 0.0040 40 Areia 200.00 8.70 13.00 0.0041 40 Areia 200.00 8.70 13.00 0.0042 40 Areia 200.00 8.70 13.00 0.0043 40 Areia 200.00 8.70 13.00 0.0044 40 Areia 200.00 8.70 13.00 0.0045 40 Areia 200.00 8.70 13.00 0.0046 40 Areia 200.00 8.70 13.00 0.0047 40 Areia 200.00 8.70 13.00 0.0048 40 Areia 200.00 8.70 13.00 0.0049 40 Areia 200.00 8.70 13.00 0.0050 40 Areia 200.00 8.70 13.00 0.0051 40 Areia 200.00 8.70 13.00 0.0052 40 Areia 200.00 8.70 13.00 0.0053 40 Areia 200.00 8.70 13.00 0.00

b (kN/m²) a (kN/m²) SDL (m) DLválido (m)

Page 20: Estaca Raiz - Calculo

54 40 Areia 200.00 8.70 13.00 0.0055 40 Areia 200.00 8.70 13.00 0.00

S - - - - - -

Page 21: Estaca Raiz - Calculo

Rp (kN) Rl (kN)- - -

4.00 0.00 0.00 0.00 0.002.00 0.00 0.00 0.00 0.004.00 0.00 0.00 0.00 0.004.00 0.00 0.00 0.00 0.004.00 0.00 0.00 0.00 0.005.00 0.00 0.00 0.00 0.004.00 0.00 0.00 0.00 0.005.00 0.00 0.00 0.00 0.006.00 0.00 0.00 0.00 0.007.00 0.00 0.00 0.00 0.006.00 1200.00 0.00 0.00 0.007.00 1400.00 0.00 0.00 0.00

0.00 2000.00 80.99 284.220.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00

Nl, válido Nacima.b (kN/m²) Nabaixo.b (kN/m²)

Page 22: Estaca Raiz - Calculo

0.00 0.00 0.00 0.000.00 0.00 0.00 0.00

- 2600.00 2000.00 80.99 284.22

Page 23: Estaca Raiz - Calculo

Profundidade (m) SPT Tipo de Solo Cs (kN/m²) Cp (kN/m²) b0 0 - - - - - -1 4 Silte argiloso 0.90 0.50 7.00 300.00 0.902 2 Silte argiloso 0.90 0.50 7.00 300.00 0.903 4 Areia 0.90 0.50 5.00 600.00 0.904 4 Areia 0.90 0.50 5.00 600.00 0.905 4 Areia 0.90 0.50 5.00 600.00 0.906 5 Areia 0.90 0.50 5.00 600.00 0.907 4 Areia 0.90 0.50 5.00 600.00 0.908 5 Areia 0.90 0.50 5.00 600.00 0.909 6 Areia 0.90 0.50 5.00 600.00 0.90

10 7 Areia 0.90 0.50 5.00 600.00 0.9011 6 Areia 0.90 0.50 5.00 600.00 0.9012 7 Areia 0.90 0.50 5.00 600.00 0.9013 10 Areia 0.90 0.50 5.00 600.00 0.9014 14 Areia 0.90 0.50 5.00 600.00 0.9015 40 Areia 0.90 0.50 5.00 600.00 0.9016 40 Areia 0.90 0.50 5.00 600.00 0.9017 40 Areia 0.90 0.50 5.00 600.00 0.9018 40 Areia 0.90 0.50 5.00 600.00 0.9019 40 Areia 0.90 0.50 5.00 600.00 0.9020 40 Areia 0.90 0.50 5.00 600.00 0.9021 40 Areia 0.90 0.50 5.00 600.00 0.9022 40 Areia 0.90 0.50 5.00 600.00 0.9023 40 Areia 0.90 0.50 5.00 600.00 0.9024 40 Areia 0.90 0.50 5.00 600.00 0.9025 40 Areia 0.90 0.50 5.00 600.00 0.9026 40 Areia 0.90 0.50 5.00 600.00 0.9027 40 Areia 0.90 0.50 5.00 600.00 0.9028 40 Areia 0.90 0.50 5.00 600.00 0.9029 40 Areia 0.90 0.50 5.00 600.00 0.9030 40 Areia 0.90 0.50 5.00 600.00 0.9031 40 Areia 0.90 0.50 5.00 600.00 0.9032 40 Areia 0.90 0.50 5.00 600.00 0.9033 40 Areia 0.90 0.50 5.00 600.00 0.9034 40 Areia 0.90 0.50 5.00 600.00 0.9035 40 Areia 0.90 0.50 5.00 600.00 0.9036 40 Areia 0.90 0.50 5.00 600.00 0.9037 40 Areia 0.90 0.50 5.00 600.00 0.9038 40 Areia 0.90 0.50 5.00 600.00 0.9039 40 Areia 0.90 0.50 5.00 600.00 0.9040 40 Areia 0.90 0.50 5.00 600.00 0.9041 40 Areia 0.90 0.50 5.00 600.00 0.9042 40 Areia 0.90 0.50 5.00 600.00 0.9043 40 Areia 0.90 0.50 5.00 600.00 0.9044 40 Areia 0.90 0.50 5.00 600.00 0.9045 40 Areia 0.90 0.50 5.00 600.00 0.9046 40 Areia 0.90 0.50 5.00 600.00 0.9047 40 Areia 0.90 0.50 5.00 600.00 0.9048 40 Areia 0.90 0.50 5.00 600.00 0.9049 40 Areia 0.90 0.50 5.00 600.00 0.9050 40 Areia 0.90 0.50 5.00 600.00 0.9051 40 Areia 0.90 0.50 5.00 600.00 0.9052 40 Areia 0.90 0.50 5.00 600.00 0.90

ai ap

Page 24: Estaca Raiz - Calculo

53 40 Areia 0.90 0.50 5.00 600.00 0.9054 40 Areia 0.90 0.50 5.00 600.00 0.9055 40 Areia 0.90 0.50 5.00 600.00 0.90

S - - - - - - -

Page 25: Estaca Raiz - Calculo

fs. (kN/m²) qp (kN/m²)- - - - -

1.00 0.00 28.00 1200.00 28.00 0.00 0.002.00 1.00 14.00 600.00 14.00 0.00 0.003.00 1.00 20.00 2400.00 20.00 0.00 0.004.00 1.00 20.00 2400.00 20.00 0.00 0.005.00 1.00 20.00 2400.00 20.00 0.00 0.006.00 1.00 25.00 3000.00 25.00 0.00 0.007.00 1.00 20.00 2400.00 20.00 0.00 0.008.00 1.00 25.00 3000.00 25.00 0.00 0.009.00 1.00 30.00 3600.00 30.00 0.00 0.00

10.00 1.00 35.00 4200.00 35.00 0.00 0.0011.00 1.00 30.00 3600.00 30.00 3600.00 0.0012.00 1.00 35.00 4200.00 35.00 4200.00 0.0013.00 1.00 50.00 6000.00 0.00 6000.0013.00 0.00 70.00 8400.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.00

SDL (m) DLválido (m) fs. Válido (kN/m²) qpacima (kN/m²) qpabaixo (kN/m²)

Page 26: Estaca Raiz - Calculo

13.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.0013.00 0.00 200.00 24000.00 0.00 0.00

- - - - - 7800.00 6000.00

Page 27: Estaca Raiz - Calculo

Rp (kN) Rl (kN)- -0.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

109.94 231.260.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.000.00 0.00

Page 28: Estaca Raiz - Calculo

0.00 0.000.00 0.000.00 0.00

109.94 231.26