breviar ape

Geotehnica

Hidraulica

Metoda cercului de frictiune (Taylor)

Breviar de calculSisteme de alimentare cu apa acomunei Glavanesti, judtul Bacau

Determinarea necesarului de apa la nivelul anului 2015

Denumirea consumatoruluiVolum anual

utilizatori (l/s) - - ore zile/sapt. mc/zi mc/zi mc/ora l/s mcI Nevoi gospodaresti

1 Muncelu si Frumuselu 332 60.00 1.30 2.00 24.00 7.00 19.92 25.90 2.16 0.60 9,452.04 2 Glavanesti a) 80 100.00 1.30 2.00 24.00 7.00 8.00 10.40 0.87 0.24 3,796.00 3 Glavanesti b) 416 60.00 1.30 2.00 24.00 7.00 24.96 32.45 2.70 0.75 11,843.52

II Nevoi publice1 Muncelu si Frumuselu 150 20.00 1.20 2.00 10.00 5.00 3.00 3.60 0.72 0.20 1,314.00 2 Glavanesti a) 50 20.00 1.20 2.00 10.00 5.00 1.00 1.20 0.24 0.07 438.00 3 Glavanesti b) 125 20.00 1.20 2.00 10.00 5.00 2.50 3.00 0.60 0.17 1,095.00

III Sector Zootehnic 1 Muncelu si Frumuselu

1.1. Bovine 149 60.00 1.25 2.00 24.00 7.00 8.96 11.21 0.93 0.26 4,089.83 1.2. Ecvidee 66 50.00 1.30 2.00 24.00 7.00 3.32 4.32 0.36 0.10 1,575.34 1.3. Porcine 266 30.00 1.20 2.00 24.00 7.00 7.97 9.56 0.80 0.22 3,489.98

2 Glavanesti a)2.1. Bovine 36 60.00 1.25 2.00 24.00 7.00 2.16 2.70 0.23 0.06 985.50 2.2. Ecvidee 16 50.00 1.30 2.00 24.00 7.00 0.80 1.04 0.09 0.02 379.60 2.3. Porcine 64 30.00 1.20 2.00 24.00 7.00 1.92 2.30 0.19 0.05 840.96

3 Glavanesti b)3.1. Bovine 187 60.00 1.20 2.00 24.00 7.00 11.23 13.48 1.12 0.31 4,919.62 3.2. Ecvidee 83 50.00 1.18 2.00 24.00 7.00 4.16 4.89 0.41 0.11 1,784.12 3.3. Porcine 333 30.00 1.15 2.00 24.00 7.00 9.98 11.48 0.96 0.27 4,190.78

Total sector zootehnicMuncelu si Frumuselu 481 - - - - - 20.25 25.08 2.09 0.58 9,155.15 Glavanesti a) 116 - - - - - 4.88 6.04 0.50 0.14 2,206.06 Glavanesti b) 603 - - - - - 25.38 29.85 2.49 0.69 10,894.52

TOTAL 1 963 - - - - - 43.17 54.58 4.97 1.38 19,921.19 TOTAL 2 a) 246 - - - - - 13.88 17.64 1.61 0.45 6,440.06

Nr. crt.

Numar consum.

N(i)

Debit specific

qs(i)

Cof. var. zilnicaKzi(i)

Cof. var. oraraKor(i)

Timp de funct.

T

Perioada de funct.

P

Debit med. zi.

Qzimed

Debit max. zi.

Qzimax

Debit orar. max.

Qormax

Debit orar. max.

Qormax

TOTAL 2 b) 1144 - - - - - 52.84 65.30 5.79 1.61 23,833.04

Determinarea necesarului de apa pentru combaterea incendiului la nivelul anului 2015

Denumirea consumatoruluiVolum anual

jeturi l/s min l/s ore mc mc mc mc/ora l/s mcI Necesarul de apa pentru combaterea efectiva a incendiului

1 Muncelu si Frumuselu 2 2.50 10.00 5.00 3.00 54.50 10.43 64.93 2.71 0.75 N/A 2 Glavanesti a) 2 2.50 10.00 5.00 3.00 54.50 3.38 57.88 2.41 0.67 N/A 3 Glavanesti b) 2 2.50 10.00 5.00 3.00 54.50 12.16 66.66 2.78 0.77 N/A

Determinarea cerintei de apa la nivelul anului 2015

Denumirea consumatoruluiVolum anual

l/s l/s l/s l/s - - mc/zi mc/zi mc/ora l/s mcI Cerinta de apa

1 Muncelu si Frumuselu 0.60 0.20 0.58 0.75 1.03 1.07 47.58 60.15 8.46 2.35 21,955.14 2 Glavanesti a) 0.24 0.07 0.14 0.67 1.03 1.10 15.73 19.99 4.56 1.27 7,296.59 3 Glavanesti b) 0.75 0.17 0.69 0.77 1.03 1.07 58.23 71.96 9.44 2.62 26,266.39

Determinarea volumului rezervorului de inmagazinare

1 Muncelu si Frumuselu V rez = 82.98 2 Glavanesti a) V rez = 63.88 3 Glavanesti b) V rez = 88.25

Debite caracteristice ale apelor uzate menajere

Denumirea consumatoruluiVolum anual

l/s l/s l/s l/s mc/zi mc/zi mc/ora l/s mcI Ape uzate menajere

1 Muncelu si Frumuselu 0.60 0.20 0.58 0.75 47.58 60.15 8.46 2.35 21,955.14

Nr. crt.

Nr. jeturi simult.

nj

Hidrant interior

Qii

Timp funct. QiiTi

Hidrant exterior

Qie

Timp funct. QieTe

Volum de apa

Vi

Volum consum

Vcons

Vol. rez. intangibil

VRI

Debit de refac.

QRI

Debit de refac.

QRI

Nr. crt.

Nevoi gosp. Ng

Nevoi publice.

Ng

Nevoi zooteh.

Nz

Nevoi incendiu

Nri

Nevoi proprii

Ks

Nevoi pierderi

Kp

Debit med. zi.

Czimed

Debit max. zi.

Czimax

Debit orar. max.

Cormax

Debit orar. max.

Cormax

Nr. crt.

Nevoi gosp. Ng

Nevoi publice.

Ng

Nevoi zooteh.

Nz

Nevoi incendiu

Nri

Debit med. zi.

Uzzimed

Debit max. zi.

Uzzimax

Debit orar. max.

Uzormax

Debit orar. max.

Uzormax

2 Glavanesti a) 0.24 0.07 0.14 0.67 15.73 19.99 4.56 1.27 7,296.59 3 Glavanesti b) 0.75 0.17 0.69 0.77 58.23 71.96 9.44 2.62 26,266.39

Denumirea consumatoruluiVolum anual

l/s l/s l/s l/s mc/zi mc/zi mc/ora l/s mcI Caracteristici calitative ale apelor uzate la intrarea in stația de epurare

1 Muncelu si Frumuselu2 Glavanesti a)3 Glavanesti b)

Nr. crt.

Nevoi gosp. Ng

Nevoi publice.

Ng

Nevoi zooteh.

Nz

Nevoi incendiu

Nri

Debit med. zi.

Uzzimed

Debit max. zi.

Uzzimax

Debit orar. max.

Uzormax

Debit orar. max.

Uzormax

012

Se admite ca un versant este stabil daca Fs ≥ 0

scara 20.00 start 2Date topograficeCota baza taluz H0Cota superioara taluz H1Lungime baza LInaltime taluz (Adancime critica) Hc

Panta taluzului 1:? mLungimea pantei naturale a taluzului lLungimea pantei naturale a taluzului l/2Jumatatea inaltimii taluzului Hc/2

Punct de determinare a domeniului de plasare a centrelor

Investigatii geotehniceAdancimea stratului cu caracteristici fizico-mecanice superioare DDeterminari de laboratorUnghiul de frecare interioara ΦCoeziunea cGreutatea volumica ϒDeterminari trigonometriceUnhgiul de inclinare al pantei taluzului cu orizontala βUnhgiul suprafetei de alunecare cu orizontala 29.50 θ

α0Lungimea pantei suprafetei de alunecare lθ

Ns

In conditii naturaleRaza RRaza cercului de frictiune rGreutatea Volumului de pamant supus alunecarii GBratul fortei G, fata de centrul suprafetei de alunecare dDistanta la care este aplicat vectorul de coeziune a

Cazul fara coeziuneRaza cercului de frictiune re = dUnghiul de frecare interioara necesar echilibrului fortelor ΦeCoeziunea mobilizata C

Raza cercului de frictiune Coeziunea necesara asigurarii echilibrului Ce

cn

Facorul de sigurantaFacorul de siguranta c/cmob Fc

FΦ

constructie grafica cercul de frictiune constructie grafica Fs dupa Lazard

Cazul cu coeziune, fara Φ

Facorul de siguranta tg Φ/tg Φe

O 2.03 - A

X (20.00) (20.00) 20.00 (20.00)

Y (20.00) (20.00) (20.00) 20.00

Baza 2.00 (7.16) 12.00 (7.16)

Hc/2 4.50 0.34 4.50 5.34

Hc 12.00 (2.16) 12.00 (7.16)

B/2 4.50 0.34 (4.50) 0.34

tg Φ (40.00) (40.00)

H0-H1 7.00 (2.16) 40.00 (40.00) 2.00 (7.16)

c (40.00) (40.00)

H1-H1 7.00 (2.16) (40.00) 40.00 12.00 (2.16)

c ef - 20.00 (3.00) (7.16) 7.24 20.00 2.00 (7.16) 10.60 (2.16) 2.00 (7.16)

B2-A6R1

2.03 - 2.00 (7.16)

B2-A7R2

2.03 - 10.60 (2.16)

Stabilitatea taluzului in stare naturala - - 9.18 - 5.00 0.09 9.16 0.62 10.00 0.17 9.07 1.24 15.00 0.26 8.94 1.85 20.00 0.35 8.75 2.45 25.00 0.44 8.51 3.02 30.00 0.52 8.22 3.58 35.00 0.61 7.89 4.11

Picior taluz

tg Φ ef

lθ

40.00 0.70 7.51 4.60 45.00 0.79 7.09 5.06 50.00 0.87 6.63 5.48 55.00 0.96 6.13 5.86 60.00 1.05 5.60 6.20 65.00 1.13 5.05 6.49 70.00 1.22 4.47 6.73 75.00 1.31 3.88 6.91 80.00 1.40 3.27 7.05 85.00 1.48 2.65 7.13 90.00 1.57 2.03 7.16 95.00 1.66 1.40 7.13 100.00 1.75 0.78 7.05 105.00 1.83 0.17 6.91 110.00 1.92 (0.42) 6.73 115.00 2.01 (1.00) 6.49 120.00 2.09 (1.55) 6.20 125.00 2.18 (2.08) 5.86 130.00 2.27 (2.57) 5.48 135.00 2.36 (3.03) 5.06 140.00 2.44 (3.46) 4.60 145.00 2.53 (3.84) 4.11 150.00 2.62 (4.17) 3.58 155.00 2.71 (4.46) 3.02 160.00 2.79 (4.70) 2.45 165.00 2.88 (4.89) 1.85 170.00 2.97 (5.02) 1.24 175.00 3.05 (5.10) 0.62 180.00 3.14 (5.13) 0.00 185.00 3.23 (5.10) (0.62) 190.00 3.32 (5.02) (1.24) 195.00 3.40 (4.89) (1.85) 200.00 3.49 (4.70) (2.45) 205.00 3.58 (4.46) (3.02) 210.00 3.67 (4.17) (3.58) 215.00 3.75 (3.84) (4.11) 220.00 3.84 (3.46) (4.60) 225.00 3.93 (3.03) (5.06) 230.00 4.01 (2.57) (5.48) 235.00 4.10 (2.08) (5.86) 240.00 4.19 (1.55) (6.20) 245.00 4.28 (1.00) (6.49) 250.00 4.36 (0.42) (6.73) 255.00 4.45 0.17 (6.91) 260.00 4.54 0.78 (7.05) 265.00 4.63 1.40 (7.13) 270.00 4.71 2.03 (7.16) 275.00 4.80 2.65 (7.13)

280.00 4.89 3.27 (7.05) 285.00 4.97 3.88 (6.91) 290.00 5.06 4.47 (6.73) 295.00 5.15 5.05 (6.49) 300.00 5.24 5.60 (6.20) 305.00 5.32 6.13 (5.86) 310.00 5.41 6.63 (5.48) 315.00 5.50 7.09 (5.06) 320.00 5.59 7.51 (4.60) 325.00 5.67 7.89 (4.11) 330.00 5.76 8.22 (3.58) 335.00 5.85 8.51 (3.02) 340.00 5.93 8.75 (2.45) 345.00 6.02 8.94 (1.85) 350.00 6.11 9.07 (1.24) 355.00 6.20 9.16 (0.62) 360.00 6.28 9.18 (0.00)

100.00 m 105.00 m 5.00 m 5.00 m

1.00 7.07 3.54 2.50

13.50 m

14.00 ° 20.00 kPa 20.20 kN/mc

45.00 38.08 860 34.50 9.95 5.05

7.16 1.73 209.83 kN/m 4.05 m 8.62 m

4.05 m 34.43 ° 198.96 kN

97.29 120 5.07 12

3.95 0.36

(25.00) (20.00) (15.00) (10.00) (5.00) - 5.00 10.00 15.00 20.00 25.00

(25.00)

(20.00)

(15.00)

(10.00)

(5.00)

-

5.00

10.00

15.00

20.00

25.00

O

Y

X

(50.00) (40.00) (30.00) (20.00) (10.00) - 10.00 20.00 30.00 40.00 50.00

(50.00)

(40.00)

(30.00)

(20.00)

(10.00)

-

10.00

20.00

30.00

40.00

50.00

c

tg Φ

(25.00) (20.00) (15.00) (10.00) (5.00) - 5.00 10.00 15.00 20.00 25.00

(25.00)

(20.00)

(15.00)

(10.00)

(5.00)

-

5.00

10.00

15.00

20.00

25.00

O

Y

X

(50.00) (40.00) (30.00) (20.00) (10.00) - 10.00 20.00 30.00 40.00 50.00

(50.00)

(40.00)

(30.00)

(20.00)

(10.00)

-

10.00

20.00

30.00

40.00

50.00

c

tg Φ

Inaltimea critica taluz Hcr (m) 5.00 500Elevatie taluz B (m) (10.07) 9Distanta baza taluz A (m) 2.57 257Lungime taluz L (m) 7.50 750

Panta taluzului 1:? m 1.50

Pornire Profil cota - 0

Stabilitatea taluzului in stare naturalaCote naturale Cote transformate la 0 -

0-1 - 184.95 0-1 - - 5.00 12.50 186.11 12.50 1.16 10.00

0-2 12.50 186.11 0-2 12.50 1.16 15.00 20.00 189.24 20.00 4.29 20.00

0-3 20.00 189.24 0-3 20.00 4.29 25.00 24.00 189.27 24.00 4.32 30.00

0-4 24.00 189.27 0-4 24.00 4.32 35.00 26.25 190.56 26.25 5.61 40.00

DC 89 Corbasca - Bacioiu 26.25 190.56 DC 89 Corbasca - Bacioiu 26.25 5.61 45.00 31.75 190.56 31.75 5.61 50.00

0-6 31.75 190.56 0-6 31.75 5.61 55.00 37.75 190.02 37.75 5.07 60.00

0-7 37.75 190.02 0-7 37.75 5.07 65.00 48.25 192.23 48.25 7.28 70.00

0-8 48.25 192.23 0-8 48.25 7.28 75.00 63.25 193.31 63.25 8.36 80.00

0-9 63.25 193.31 0-9 63.25 8.36 85.00 76.75 194.76 76.75 9.81 90.00

0-10 76.75 194.76 0-10 76.75 9.81 95.00 86.75 196.50 86.75 11.55 100.00

0-11 86.75 196.50 0-11 86.75 11.55 105.00 95.50 197.71 95.50 12.76 110.00

0-12 95.50 197.71 0-12 95.50 12.76 115.00 105.00 198.97 105.00 14.02 120.00

0-13 105.00 198.97 0-13 105.00 14.02 125.00 105.00 198.97 105.00 14.02 130.00

0-14 105.00 198.97 0-14 105.00 14.02 135.00 105.00 198.97 105.00 14.02 140.00

0-15 105.00 198.97 0-15 105.00 14.02 145.00 105.00 198.97 105.00 14.02 150.00

0-16 105.00 198.97 0-16 105.00 14.02 155.00 105.00 198.97 105.00 14.02 160.00

0-17 105.00 198.97 0-17 105.00 14.02 165.00 105.00 198.97 105.00 14.02 170.00

0-18 105.00 198.97 0-18 105.00 14.02 175.00 105.00 198.97 105.00 14.02 180.00

0-19 105.00 198.97 0-19 105.00 14.02 185.00 105.00 198.97 105.00 14.02 190.00

0-20 105.00 198.97 0-20 105.00 14.02 195.00 105.00 198.97 105.00 14.02 200.00

F1 56.00 188.30 F1 56.00 3.35 205.00 56.00 192.50 56.00 7.55 210.00

F2 70.00 188.30 F2 70.00 3.35 215.00 70.00 194.80 70.00 9.85 220.00

Strat de baza 44.80 188.30 Strat de baza 44.80 3.35 225.00 84.00 188.30 84.00 3.35 230.00

235.00 240.00

Nhs F1 44.80 190.40

Nhs F1 44.80 5.45 245.00

84.00 190.40 84.00 5.45 250.00

Nhs F2 44.80 190.40

Nhs F2 44.80 5.45 255.00

84.00 190.40 84.00 5.45 260.00 265.00 270.00 275.00 280.00 285.00 290.00 295.00 300.00 305.00 310.00 315.00 320.00

Nr. crt. Elevatie Distanta Cumulat H H (baza) 325.00 0 184.95 - - - - 330.00 1 186.11 12.50 12.50 1.16 1.16 335.00 2 189.24 7.50 20.00 4.29 4.29 340.00 3 189.27 4.00 24.00 4.32 4.32 345.00 4 190.56 2.25 26.25 5.61 5.61 350.00 5 190.56 5.50 31.75 5.61 5.61 355.00 6 190.02 6.00 37.75 5.07 5.07 360.00 7 192.23 10.50 48.25 7.28 7.28 8 193.31 15.00 63.25 8.36 8.36 9 194.76 13.50 76.75 9.81 9.81

10 196.50 10.00 86.75 11.55 11.55 11 197.71 8.75 95.50 12.76 12.76 12 198.97 9.50 105.00 14.02 14.02 13 198.97 - 105.00 14.02 14.02 14 198.97 - 105.00 14.02 14.02 15 198.97 - 105.00 14.02 14.02 16 198.97 - 105.00 14.02 14.02 17 198.97 - 105.00 14.02 14.02 18 198.97 - 105.00 14.02 14.02 19 198.97 - 105.00 14.02 14.02 20 198.97 - 105.00 14.02 14.02

F1 192.50 56.00 56.00 7.55 7.55 F2 194.80 70.00 70.00 9.85 9.85

2.57 (10.07) Determinari trigonometrice 1.80 (10.07)Unhgiul de inclinare al pantei taluzului cu orizontala

A-B 2.57 (10.07)Unhgiul suprafetei de alunecare cu orizontala 10.07 (5.07)

A-C 2.57 (10.07)Greutatea Volumului de pamant supus alunecarii 30.00 (5.07)

B-C 10.07 (5.07) 30.00 (5.07)

O-M 3.50 - 25.07 (15.07)

A 2.57 (10.07)B 10.07 (5.07)

30.00 (5.07)M 25.07 (15.07) RazaO 3.50 -

O-A 3.50 - 2.57 (10.07)

O-C (θ) 3.50 - 30.00 (5.07)

O1 3.75 (2.53)O2 2.43 (1.83)O3 1.10 (1.12)

Baza Taluz

C (θ)

-20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00

-20.00

-15.00

-10.00

-5.00

0.00

5.00

10.00

15.00

20.00

H/2

O

M

C (θ)B

AH

Nhs F2

Nhs F1

Baza Taluz

Strat de baza

F2F1DC 89 Corbasca -

Bacioiu

O4 (0.22) (0.42)O5 (1.54) 0.29

M-O1 (1.54) 0.29 25.07 (15.07)

H 25.07 (5.07) 25.07 (10.07)

Stabilitatea taluzului in stare naturala 2 H 25.07 (10.07) 25.07 (15.07)

- 13.57 - 4.5H 25.07 (15.07) 0.09 13.53 0.88 2.57 (15.07) 0.17 13.41 1.75 H/2 25.07 (5.07) 0.26 13.22 2.61 25.07 (2.53) 0.35 12.96 3.44

H 25.07 (2.53)

0.44 12.62 4.25 25.07 2.47 0.52 12.22 5.03 0.61 11.75 5.77 0.70 11.21 6.47 0.79 10.62 7.12 0.87 9.97 7.71 0.96 9.27 8.25 1.05 8.53 8.72 1.13 7.75 9.12 1.22 6.94 9.46 1.31 6.11 9.72 1.40 5.25 9.91 1.48 4.38 10.03 1.57 3.50 10.07 1.66 2.62 10.03 1.75 1.75 9.91 1.83 0.89 9.72 1.92 0.06 9.46 2.01 (0.75) 9.12 2.09 (1.53) 8.72 2.18 (2.27) 8.25 2.27 (2.97) 7.71 2.36 (3.62) 7.12 2.44 (4.21) 6.47 2.53 (4.75) 5.77 2.62 (5.22) 5.03 2.71 (5.62) 4.25 2.79 (5.96) 3.44 2.88 (6.22) 2.61 2.97 (6.41) 1.75 3.05 (6.53) 0.88 3.14 (6.57) 0.00 3.23 (6.53) (0.88)

3.32 (6.41) (1.75) 3.40 (6.22) (2.61) 3.49 (5.96) (3.44) 3.58 (5.62) (4.25) 3.67 (5.22) (5.03) 3.75 (4.75) (5.77) 3.84 (4.21) (6.47) 3.93 (3.62) (7.12) 4.01 (2.97) (7.71) 4.10 (2.27) (8.25) 4.19 (1.53) (8.72) 4.28 (0.75) (9.12) 4.36 0.06 (9.46) 4.45 0.89 (9.72) 4.54 1.75 (9.91) 4.63 2.62 (10.03) 4.71 3.50 (10.07) 4.80 4.38 (10.03) 4.89 5.25 (9.91) 4.97 6.11 (9.72) 5.06 6.94 (9.46) 5.15 7.75 (9.12) 5.24 8.53 (8.72) 5.32 9.27 (8.25) 5.41 9.97 (7.71) 5.50 10.62 (7.12) 5.59 11.21 (6.47) 5.67 11.75 (5.77) 5.76 12.22 (5.03) 5.85 12.62 (4.25) 5.93 12.96 (3.44) 6.02 13.22 (2.61) 6.11 13.41 (1.75) 6.20 13.53 (0.88) 6.28 13.57 (0.00)

Determinari trigonometriceUnhgiul de inclinare al pantei taluzului cu orizontala β 33.69

Unhgiul suprafetei de alunecare cu orizontala θ 26.00 1025α0 34.50

Greutatea Volumului de pamant supus alunecarii G (kN/m) 415.98 23.85

R (m) 10.07

M-O O1 . . . O5a 18.75 a 1.32 b 21.25 b 1.50 h 10.00 h 0.71

-20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00

-20.00

-15.00

-10.00

-5.00

0.00

5.00

10.00

15.00

20.00

H/2

O

M

C (θ)B

AH

Nhs F2

Nhs F1

Baza Taluz

Strat de baza

F2F1DC 89 Corbasca -

Bacioiu

M' 0.4899573M' 28.072487

1 3.75 (2.53) 3.75 2.47

2 3.75 (2.53) (1.25) (2.53)

4 3.75 2.47 (6.25) 2.47

3 (6.25) 2.47 (1.25) (2.53)

-10.00 -5.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00

-20.00

-15.00

-10.00

-5.00

0.00

5.00

10.00

15.00

O5O4

O3O2

O1 H/2

O

M

C (θ)B

AH

4.5H

Baza Taluz

-20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00

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H/2

O

M

C (θ)B

AH

Nhs F2

Nhs F1

Baza Taluz

Strat de baza

F2F1DC 89 Corbasca -

Bacioiu

-10.00 -5.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00

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O5O4

O3O2

O1 H/2

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M

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AH

4.5H

Baza Taluz

-10.00 -5.00 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00

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O3O2

O1 H/2

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M

C (θ)B

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4.5H

Baza Taluz

Profil tansversal

E V

0.00 20.00 40.00 60.00 80.00 100.00 120.00175.00

180.00

185.00

190.00

195.00

200.00

205.00

Nhs F2

Nhs F1

184.95 186.11

189.24 189.27 190.56 190.56 190.02

192.23 193.31

194.76 196.50

197.71 198.97

Strat de baza

F2F1DC 89 Corbasca

- Bacioiu

0.00 20.00 40.00 60.00 80.00 100.00 120.00175.00

180.00

185.00

190.00

195.00

200.00

205.00

Nhs F2

Nhs F1

184.95 186.11

189.24 189.27 190.56 190.56 190.02

192.23 193.31

194.76 196.50

197.71 198.97

Strat de baza

F2F1DC 89 Corbasca

- Bacioiu

Punct Y ↑ Start constructii grafice start (X) 0.10 10.00 start (Y) (9.97) 997.00 Centru cercului de cedare E-d 8.98 (7.47) O0 - - 5.13 (7.47) Constructie taluz

E-d 8.98 (7.47)

Inalitma taluzului 8.98 (4.97) Hc 5.00 50.00 Baza taluzului Bt 10.00 100.00 triungiul AEF Coordonate puncte b 10.19 A 0.10 (9.97) a 8.88 B 10.10 (4.97) h 5.00 E 8.98 (4.97) 888.00 θ 0.51 M 22.60 (14.97) E-A =F 8.88 (A-E)/2-F'-A Calculate b 5.10 Raza cercului de cedare a 4.44 R 10.01 m h 2.50 Panta taluzului 1:? m 2.00

Unhgiul de inclinare al pantei taluzului cu orizontala β 26.57 Unhgiul suprafetei de alunecare cu orizontala θ 29.38 Unghiul la centru

30.60 953.00 Greutatea pamantului supus alunecarii G 137.55 kN/m Bratul fortei G, fata de centrul suprafetei de alunecare d 3.85 m

a 10.69 Pamant fara coeziune (c=0)

rc 3.85

Φc 22.64 Pamant fara unghi de frecare interioaraLatimea fasieib 1.02

Adancimea de fundare Df (m) 3.50

X →

α0

Latimea talpii de fundare b 1.00 Latura mica a fundatiei B

Argila A (%) 56.00 Praf P (%) 20.00 Nisip N (%) 24.00 Limita inferioară de plasticitate WP (%) 53.00 Limita superioară de plasticitate WL (%) 120.00 Umiditate W (%) 11.90 Greutate volumică în stare naturală γ (kN/mc) 20.20 Greutatea volumica a scheletului γs (kN/mc) 30.00 Unghi de frecare interioară 14.00 Coeziune c (kPa) 20.00

Indice de plasticitate IP (%) 67.00 Indice de consistenţă IC (-) 1.61 Indice de lichiditate IL (-) (0.61) Greutate specifica a apei γw (kN/mc) 10.00 Greutate volumică a pamantului în stare uscata γd (kN/mc) 18.05 Greutate volumică a pamantului în stare saturata γsat (kN/mc) 22.03 Greutatea pamantului in stare submersata γ' (kN/mc) 12.03 Porozitate n (%) 39.83 Indicele porilor e (-) 0.66 Grad de umiditate Sr (-) 0.54

Investigatii geotehniceF1 Adancimea investigatiei Hi (m) 4.20 F2 Adancimea investigatiei Hi (m) 6.50 Nivel hidrostatic masurat fata de CTN Nhs (m) 2.10 Nivel hidrostatic masurat fata de CTN Nhs (m) 4.40

Adancime strat de baza D (m) 3.35 Cerc - - 10.01 - 5.00 0.09 9.97 0.87 10.00 0.17 9.86 1.74 15.00 0.26 9.67 2.59 20.00 0.35 9.41 3.42 25.00 0.44 9.07 4.23 30.00 0.52 8.67 5.01 35.00 0.61 8.20 5.74 40.00 0.70 7.67 6.43 45.00 0.79 7.08 7.08 50.00 0.87 6.43 7.67 55.00 0.96 5.74 8.20 60.00 1.05 5.01 8.67 65.00 1.13 4.23 9.07 70.00 1.22 3.42 9.41

Φ (°)

75.00 1.31 2.59 9.67 80.00 1.40 1.74 9.86 85.00 1.48 0.87 9.97 90.00 1.57 0.00 10.01 95.00 1.66 (0.87) 9.97 100.00 1.75 (1.74) 9.86 105.00 1.83 (2.59) 9.67 110.00 1.92 (3.42) 9.41 115.00 2.01 (4.23) 9.07 120.00 2.09 (5.01) 8.67 125.00 2.18 (5.74) 8.20 130.00 2.27 (6.43) 7.67 135.00 2.36 (7.08) 7.08 140.00 2.44 (7.67) 6.43 145.00 2.53 (8.20) 5.74 150.00 2.62 (8.67) 5.01 155.00 2.71 (9.07) 4.23 160.00 2.79 (9.41) 3.42 165.00 2.88 (9.67) 2.59 170.00 2.97 (9.86) 1.74 175.00 3.05 (9.97) 0.87 180.00 3.14 (10.01) 0.00 185.00 3.23 (9.97) (0.87) 190.00 3.32 (9.86) (1.74) 195.00 3.40 (9.67) (2.59) 200.00 3.49 (9.41) (3.42) 205.00 3.58 (9.07) (4.23) 210.00 3.67 (8.67) (5.01) 215.00 3.75 (8.20) (5.74) 220.00 3.84 (7.67) (6.43) 225.00 3.93 (7.08) (7.08) 230.00 4.01 (6.43) (7.67) 235.00 4.10 (5.74) (8.20) 240.00 4.19 (5.01) (8.67) 245.00 4.28 (4.23) (9.07) 250.00 4.36 (3.42) (9.41) 255.00 4.45 (2.59) (9.67) 260.00 4.54 (1.74) (9.86) 265.00 4.63 (0.87) (9.97) 270.00 4.71 (0.00) (10.01) 275.00 4.80 0.87 (9.97) 280.00 4.89 1.74 (9.86) 285.00 4.97 2.59 (9.67) 290.00 5.06 3.42 (9.41) 295.00 5.15 4.23 (9.07) 300.00 5.24 5.01 (8.67) 305.00 5.32 5.74 (8.20)

310.00 5.41 6.43 (7.67) 315.00 5.50 7.08 (7.08) 320.00 5.59 7.67 (6.43) 325.00 5.67 8.20 (5.74) 330.00 5.76 8.67 (5.01) 335.00 5.85 9.07 (4.23) 340.00 5.93 9.41 (3.42) 345.00 6.02 9.67 (2.59) 350.00 6.11 9.86 (1.74) 355.00 6.20 9.97 (0.87) 360.00 6.28 10.01 (0.00)

a 4.54 (7.47)

- - 4.54 (7.47)

Factorul de stabilitate Factorul de stabilitate (N) N 0.20 Fs 1.00 Numarul de stabilitateNs 5.05

ajutator1 (0.57)

61.19

O-a

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nr. fasie hi (m) hi+1 (m) Gi 1.00 - 0.75 7.72 2.00 0.75 1.40 22.13 3.00 1.40 1.90 33.97 4.00 1.90 2.35 43.74 5.00 2.35 2.65 51.46 6.00 2.65 2.80 56.10 7.00 2.80 2.90 58.67 8.00 2.90 2.45 55.07 9.00 2.45 1.30 38.60 10.00 1.30 - 13.38

Constructii grafice Domeniul de localizare a centrelor suprafetelor posibile de cedare C1 (O0) 5.10 (2.47) C2 0.10 (2.47) C3 (4.90) 2.53 C4 5.10 2.53

C1-C2 5.10 (2.47) 0.10 (2.47)

C2-C3 0.10 (2.47) (4.90) 2.53

C3-C4 (4.90) 2.53 5.10 2.53

C4-C1 5.10 2.53 5.10 (2.47)

O1 3.93 (1.53)

O2 2.76 (0.60) O3 1.59 0.34 O4 0.41 1.28 O5 (0.76) 2.22 O6 (1.93) 3.15 O7 4.87 (0.36) O8 3.69 0.58 O9 2.52 1.51 O10 1.35 2.45 O11 4.63 1.75 O12 3.46 2.68 O13 1.82 (1.77) O14 0.65 (0.83) O15 (0.52) 0.11 O16 (1.69) 1.04 O17 (2.86) 1.98

O13-O12 1.82 (1.77) 4.63 1.75

O10-O7 1.35 2.45 4.87 (0.36)

O1-O7 3.93 (1.53) 4.87 (0.36)

O11-O12 4.63 1.75 3.46 2.68

O14-O11 0.65 (0.83) 3.46 2.68

O13-O17 1.82 (1.77) (2.86) 1.98

O15-O10 (0.52) 0.11 1.35 2.45

O16-O5 (1.69) 1.04 (0.76) 2.22

O0-O6 5.10 (2.47) (1.93) 3.15

O17-O6 (2.86) 1.98 (1.93) 3.15

M-O0 22.60 (14.97) 5.10 (2.47)

Extins-A 0.10 (9.97) (4.90) (9.97)

Extins-E 8.98 (4.97) 13.98 (4.97) 0.10 (9.97) 13.98 (9.97)

A-E extins

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Domeniul de localizare a centrelor suprafetelor posibile de cedare

O1 . . . O15 a 1.17 b 1.50 h 0.94

M-O a 12.50 b 16.01 h 10.00 M' 0.67 M' 38.66

4.5H (A) 0.10 (14.97)

4.5H (A) 22.60 (14.97)

4.5 H 11.25 (14.97)

H' 22.60 (14.97) 22.60 (9.97)

H

Hc 22.60 (9.97) 22.60 (4.97)

Hc

H/2 22.60 (4.97) 22.60 (2.47)

H" 22.60 (2.47) 22.60 2.53

A-B 0.10 (9.97) 10.10 (4.97)

B-E 10.10 (4.97) 8.98 (4.97)

E-A 8.98 (4.97) 0.10 (9.97)

A-O 0.10 (9.97) - -

E-O 8.98 (4.97) - -

O-B - 0 10.10 (4.97)

H/2 2.50 4.5H 22.50 2*H 10.00 0.3*H 1.50

Bt/2 5.00

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nr. crt.122345678910111213

Arcul director al suprafetei de alunecareLatimea fasiei avand 0,1xRDistanta fortelor fata de punctul A

Arcul director al suprafetei de alunecareArcul director al suprafetei de alunecareArcul director al suprafetei de alunecareArcul director al suprafetei de alunecareArcul director al suprafetei de alunecare

Parametru Simbol Valoare U.M. nr. fasie Greutate volumică în stare naturală ϒ 20.20 kN/mc 1 Coeziune c 20.00 kPa 2 Unghi de frecare interioară Φ 14.00 ° 3

45678910 ∑

Arcul director al suprafetei de alunecare R 10.00 mLatimea fasiei avand 0,1xR b 1.00 mDistanta fortelor fata de punctul A xi 0.50 m

Arcul director al suprafetei de alunecare R(O1) 10.00 mArcul director al suprafetei de alunecare R(O2) 11.00 mArcul director al suprafetei de alunecare R(O3) 12.00 mArcul director al suprafetei de alunecare R(O4) 13.00 mArcul director al suprafetei de alunecare R(O5) 14.00 m

hi hi+1 (m) Gi xi Ti - 0.75 7.57 0.50 3.79 0.75 1.40 21.72 1.50 32.57 1.40 1.90 33.33 2.50 83.32 1.90 2.35 42.93 3.50 150.24 2.35 2.65 50.50 4.50 227.25 2.65 2.80 55.04 5.50 302.75 2.80 2.90 57.57 6.50 374.20 2.90 2.45 54.04 7.50 405.26 2.45 1.30 37.88 8.50 321.94 1.30 - 13.13 9.45 124.08 - - 373.70 2,025.40