Tasare Absoluta Probabila
27
TASARE ABSOLUTA FUNDATIE N= B= 3.6 L= 3.6 A=B*L= 12.96 300 D= 2 19.62 260.76 Nr Cota hi L/B z/B m m kPa kPa 1 -2.0 0.3 0 1 0.00 1 260.8 258.1524 19.62 39.24 0.3 0.08 0.98 255.5 45.13 2 -2.3 0.3 0.3 1 0.08 0.98 255.5 254.241 19.62 51.01 0.6 0.17 0.97 252.9 56.90 3 -2.6 0.3 0.6 1 0.17 0.97 252.9 246.4182 19.62 62.78 0.9 0.25 0.92 239.9 68.67 4 -2.9 0.3 0.9 1 0.25 0.92 239.9 230.7726 19.62 74.56 1.2 0.33 0.85 221.6 80.44 5 -3.2 0.3 1.2 1 0.33 0.85 53.4 128.3796 19.62 86.33 1.5 0.42 0.78 203.4 92.21 6 -3.5 0.4 1.5 1 0.42 0.78 203.4 190.3548 19.62 98.10 1.9 0.53 0.68 177.3 105.95 7 -3.9 0.5 1.9 1 0.53 0.68 177.3 161.6712 19.62 113.80 2.4 0.67 0.56 146.0 123.61 8 -4.4 0.5 2.4 1 0.67 0.56 146.0 131.6838 19.62 133.42 2.9 0.81 0.45 117.3 143.23 9 -4.9 0.5 2.9 1 0.81 0.45 117.3 106.9116 19.62 153.04 3.4 0.94 0.37 96.5 162.85 10 -5.4 0.5 3.4 1 0.94 0.37 96.5 88.6584 19.62 172.66 3.9 1.08 0.31 80.8 182.47 11 -5.9 0.5 3.9 1 1.08 0.31 80.8 73.0128 19.62 192.28 4.4 1.22 0.25 65.2 202.09 12 -6.4 0.5 4.4 1 1.22 0.25 65.2 59.9748 19.62 211.90 4.9 1.36 0.21 54.8 221.71 13 -6.9 0.5 4.9 1 1.36 0.21 54.8 50.8482 19.62 231.52 5.4 1.50 0.18 46.9 241.33 14 -7.4 0.6 5.4 1 1.50 0.18 46.9 43.0254 19.62 251.14 6 1.67 0.15 39.1 262.91 15 -8.0 0.4 6 1 1.67 0.15 39.1 37.8102 19.62 274.68 6.4 1.78 0.14 36.5 282.53 16 -8.4 0.5 6.4 1 1.78 0.14 36.5 33.8988 19.62 290.38 6.9 1.92 0.12 31.3 300.19 17 -8.9 0.5 6.9 1 1.92 0.12 31.3 29.9874 19.62 310.00 7.4 2.06 0.11 28.7 319.81 18 -9.4 0.5 7.4 1 2.06 0.11 28.7 27.3798 19.62 329.62 7.9 2.19 0.1 26.1 339.43 19 -9.9 0.1 7.9 1 2.19 0.1 26.1 26.076 19.62 349.24 8 2.22 0.1 26.1 351.20 20 -10.0 0 8 1 2.22 0.1 26.1 13.038 19.62 353.16 8 2.22 0.0 353.16 TASAREA ABSOLUTA pef= γ = pnet= σz med γ (kN/m3) σgz= γ*H
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Tasare Absoluta Probabila Tasare Absoluta Probabila Tasare Absoluta Probabila Tasare Absoluta Probabila Tasare Absoluta Probabila
Transcript of Tasare Absoluta Probabila
TASARE ABSOLUTA FUNDATIE
N= kNB= 3.6 mL= 3.6 mA=B*L= 12.96 m2
300 kN/m2D= 2 m
19.62 kN/m3260.76 kPa
Nr Cota hi L/B z/B
m m kPa kPa
1 -2.0 0.30
10.00 1 260.8
258.1524 19.6239.24
42.1830.3 0.08 0.98 255.5 45.13
2 -2.3 0.30.3
10.08 0.98 255.5
254.241 19.6251.01
53.9550.6 0.17 0.97 252.9 56.90
3 -2.6 0.30.6
10.17 0.97 252.9
246.4182 19.6262.78
65.7270.9 0.25 0.92 239.9 68.67
4 -2.9 0.30.9
10.25 0.92 239.9
230.7726 19.6274.56
77.4991.2 0.33 0.85 221.6 80.44
5 -3.2 0.31.2
10.33 0.85 53.4
128.3796 19.6286.33
89.2711.5 0.42 0.78 203.4 92.21
6 -3.5 0.41.5
10.42 0.78 203.4
190.3548 19.6298.10
102.0241.9 0.53 0.68 177.3 105.95
7 -3.9 0.51.9
10.53 0.68 177.3
161.6712 19.62113.80
118.7012.4 0.67 0.56 146.0 123.61
8 -4.4 0.52.4
10.67 0.56 146.0
131.6838 19.62133.42
138.3212.9 0.81 0.45 117.3 143.23
9 -4.9 0.52.9
10.81 0.45 117.3
106.9116 19.62153.04
157.9413.4 0.94 0.37 96.5 162.85
10 -5.4 0.53.4
10.94 0.37 96.5
88.6584 19.62172.66
177.5613.9 1.08 0.31 80.8 182.47
11 -5.9 0.53.9
11.08 0.31 80.8
73.0128 19.62192.28
197.1814.4 1.22 0.25 65.2 202.09
12 -6.4 0.54.4
11.22 0.25 65.2
59.9748 19.62211.90
216.8014.9 1.36 0.21 54.8 221.71
13 -6.9 0.54.9
11.36 0.21 54.8
50.8482 19.62231.52
236.4215.4 1.50 0.18 46.9 241.33
14 -7.4 0.65.4
11.50 0.18 46.9
43.0254 19.62251.14
257.0226 1.67 0.15 39.1 262.91
15 -8.0 0.46
11.67 0.15 39.1
37.8102 19.62274.68
278.6046.4 1.78 0.14 36.5 282.53
16 -8.4 0.56.4
11.78 0.14 36.5
33.8988 19.62290.38
295.2816.9 1.92 0.12 31.3 300.19
17 -8.9 0.56.9
11.92 0.12 31.3
29.9874 19.62310.00
314.9017.4 2.06 0.11 28.7 319.81
18 -9.4 0.57.4
12.06 0.11 28.7
27.3798 19.62329.62
334.5217.9 2.19 0.1 26.1 339.43
19 -9.9 0.17.9
12.19 0.1 26.1
26.076 19.62349.24
350.2178 2.22 0.1 26.1 351.20
20 -10.0 08
12.22 0.1 26.1
13.038 19.62353.16
353.168 2.22 0.0 353.16
TASAREA ABSOLUTA S=
pef=
γ =pnet=
zi σz med γ (kN/m3) σgz= γ*H σgz mediu
EXEMPLU
TABEL A.12 NP112 pag A-10
Mo TABEL A.10 NP112 pag A-8
Studiu geotehnic
E SG / TABEL A.10 NP112 pag A-8
Mo E Si
kPa kPa mm
1.5 9000 13500.0 1 4.589376
1.5 9000 13500.0 2 4.51984
1.5 9000 13500.0 3 4.380768
1.5 9000 13500.0 4 4.102624
1.5 9000 13500.0 5 2.282304
1.5 9000 13500.0 6 4.512114
1.5 9000 13500.0 7 4.790258
1.5 9000 13500.0 8 3.901742
1.5 9000 13500.0 9 3.167751
1.0 9000 9000.0 10 3.940373
1.0 9000 9000.0 11 3.245013
1.0 9000 9000.0 12 2.665547
1.0 9000 9000.0 13 2.25992
1.0 9000 9000.0 14 2.294688
1.0 9000 9000.0 15 1.344363
1.0 9000 9000.0 16 1.506613
1.0 9000 9000.0 17 1.332773
1.0 9000 9000.0 18 1.21688
1.0 9000 9000.0 19 0.231787
1.0 9000 9000.0 20 0
56.28473422
M2-3
M2-3
TASARE ABSOLUTA FUNDATIE
N= kNB= 3.6 mL= 3.6 mA=B*L= 12.96 m2
250 kN/m2D= 2 m
19 kN/m3212 kPa
Nr Cota hi L/B z/B
m m kPa kPa
1 -2.0 0.50
10.00 1 212.0
208.82 1938.00
42.750.5 0.14 0.97 205.6 47.50
2 -2.5 0.50.5
10.14 0.97 205.6
196.1 1957.00
61.751 0.28 0.88 186.6 66.50
3 -3.0 0.51
10.28 0.88 186.6
177.02 1976.00
80.751.5 0.42 0.79 167.5 85.50
4 -3.5 0.51.5
10.42 0.79 167.5
145.22 1995.00
99.752 0.56 0.58 123.0 104.50
5 -4.0 0.52
10.56 0.58 44.1
78.22 19114.00
118.752.5 0.69 0.53 112.4 123.50
6 -4.5 0.52.5
10.69 0.53 112.4
101.76 19133.00
137.753 0.83 0.43 91.2 142.50
7 -5.0 0.53
10.83 0.43 91.2
82.68 19152.00
156.753.5 0.97 0.35 74.2 161.50
8 -5.5 0.53.5
10.97 0.35 74.2
68.9 19171.00
175.754 1.11 0.3 63.6 180.50
9 -6.0 0.54
11.11 0.3 63.6
58.3 19190.00
194.754.5 1.25 0.25 53.0 199.50
10 -6.5 0.54.5
11.25 0.25 53.0
47.7 19209.00
213.755 1.39 0.2 42.4 218.50
11 -7.0 0.55
11.39 0.2 42.4
40.28 19228.00
232.755.5 1.53 0.18 38.2 237.50
12 -7.5 0.55.5
11.53 0.18 38.2
32.86 19247.00
251.756 1.67 0.13 27.6 256.50
13 -8.0 0.56
11.67 0.13 27.6
32.86 19266.00
270.756.5 1.81 0.18 38.2 275.50
14 -8.5 0.56.5
11.81 0.0
0 19285.00
289.757 1.94 0.0 294.50
15 -9.0 0.57
11.94 0.0
0 19304.00
308.757.5 2.08 0.0 313.50
16 -9.5 0.57.5
12.08 0.0
0 19323.00
327.758 2.22 0.0 332.50
17 -10.0 0.58
12.22 0.0
0 19342.00
346.758.5 2.36 0.0 351.50
18 -10.5 0.58.5
12.36 0.0
0 19361.00
365.759 2.50 0.0 370.50
19 -11.0 0.59
12.50 0.0
0 19380.00
384.759.5 2.64 0.0 389.50
20 -11.5 0.59.5
12.64 0.0
0 19399.00
403.7510 2.78 0.0 408.50
TASAREA ABSOLUTA S=
pef=
γ =pnet=
zi σz med γ (kN/m3) σgz= γ*H σgz mediu
F1
TABEL A.12 NP112 pag A-10
Mo TABEL A.10 NP112 pag A-8
Studiu geotehnic
E SG / TABEL A.10 NP112 pag A-8
Mo E Si
kPa kPa mm
1.5 9300 13950.0 1 5.98767
1.5 9000 13500.0 2 5.81037
1.5 9000 13500.0 3 5.245037
1.5 9000 13500.0 4 4.302815
1.5 9000 13500.0 5 2.31763
1.5 9000 13500.0 6 3.015111
1.0 30000 30000.0 7 1.1024
1.0 30000 30000.0 8 0.918667
1.0 30000 30000.0 9 0.777333
1.0 30000 30000.0 10 0.636
1.0 30000 30000.0 11 0.537067
1.0 30000 30000.0 12 0.438133
1.0 30000 30000.0 13 0.438133
1.0 30000 30000.0 14 0
1.0 30000 30000.0 15 0
1.0 30000 30000.0 16 0
1.0 30000 30000.0 17 0
1.0 30000 30000.0 18 0
1.0 30000 30000.0 19 0
1.0 30000 30000.0 20 0
31.52636655
M2-3
M2-3
TASARE ABSOLUTA FUNDATIE
N= kNB= 3.6 mL= 3.6 mA=B*L= 12.96 m2
250 kN/m2D= 2 m
19 kN/m3212 kPa
Nr Cota hi L/B z/B
m m kPa kPa
1 -2.0 0.50
10.00 1 212.0
208.82 1938.00
42.750.5 0.14 0.97 205.6 47.50
2 -2.5 0.50.5
10.14 0.97 205.6
196.1 1957.00
61.751 0.28 0.88 186.6 66.50
3 -3.0 0.51
10.28 0.88 186.6
177.02 1976.00
80.751.5 0.42 0.79 167.5 85.50
4 -3.5 0.51.5
10.42 0.79 167.5
145.22 1995.00
99.752 0.56 0.58 123.0 104.50
5 -4.0 0.52
10.56 0.58 44.1
78.22 19114.00
118.752.5 0.69 0.53 112.4 123.50
6 -4.5 0.52.5
10.69 0.53 112.4
101.76 19133.00
137.753 0.83 0.43 91.2 142.50
7 -5.0 0.53
10.83 0.43 91.2
82.68 19152.00
156.753.5 0.97 0.35 74.2 161.50
8 -5.5 0.53.5
10.97 0.35 74.2
68.9 19171.00
175.754 1.11 0.3 63.6 180.50
9 -6.0 0.54
11.11 0.3 63.6
58.3 19190.00
194.754.5 1.25 0.25 53.0 199.50
10 -6.5 0.54.5
11.25 0.25 53.0
47.7 19209.00
213.755 1.39 0.2 42.4 218.50
11 -7.0 0.55
11.39 0.2 42.4
40.28 19228.00
232.755.5 1.53 0.18 38.2 237.50
12 -7.5 0.55.5
11.53 0.18 38.2
32.86 19247.00
251.756 1.67 0.13 27.6 256.50
13 -8.0 0.56
11.67 0.13 27.6
25.44 19266.00
270.756.5 1.81 0.11 23.3 275.50
14 -8.5 0.56.5
11.81 0.11 23.3
22.26 19285.00
289.757 1.94 0.1 21.2 294.50
15 -9.0 0.57
11.94 0.1 21.2
19.08 19304.00
308.757.5 2.08 0.08 17.0 313.50
16 -9.5 0.57.5
12.08 0.08 17.0
21.2 19323.00
327.758 2.22 0.12 25.4 332.50
17 -10.0 0.58
12.22 0.12 25.4
24.38 19342.00
346.758.5 2.36 0.11 23.3 351.50
18 -10.5 0.58.5
12.36 0.11 23.3
22.26 19361.00
365.759 2.50 0.1 21.2 370.50
19 -11.0 0.59
12.50 0.1 21.2
21.2 19380.00
384.759.5 2.64 0.1 21.2 389.50
20 -11.5 0.59.5
12.64 0.1 21.2
10.6 19399.00
403.7510 2.78 0.0 408.50
TASAREA ABSOLUTA S=
pef=
γ =pnet=
zi σz med γ (kN/m3) σgz= γ*H σgz mediu
F2
TABEL A.12 NP112 pag A-10
Mo TABEL A.10 NP112 pag A-8
Studiu geotehnic
E SG / TABEL A.10 NP112 pag A-8
Mo E Si
kPa kPa mm
1.5 8300 12450.0 1 6.709076
1.5 8301 12451.5 2 6.299643
1.5 8302 12453.0 3 5.686019
1.5 8303 12454.5 4 4.664017
1.5 8304 12456.0 5 2.511882
1.5 8305 12457.5 6 3.267429
1.5 8306 12459.0 7 2.654467
1.0 25500 25500.0 8 1.080784
1.0 25500 25500.0 9 0.91451
1.0 25500 25500.0 10 0.748235
1.0 25500 25500.0 11 0.631843
1.0 25500 25500.0 12 0.515451
1.0 25500 25500.0 13 0.399059
1.0 25500 25500.0 14 0.349176
1.0 25500 25500.0 15 0.299294
1.0 25500 25500.0 16 0.332549
1.0 25500 25500.0 17 0.382431
1.0 25500 25500.0 18 0.349176
1.0 25500 25500.0 19 0.332549
1.0 25500 25500.0 20 0.166275
38.29386644
M2-3
M2-3
TASARE ABSOLUTA FUNDATIE
N= kNB= 3.6 mL= 3.6 mA=B*L= 12.96 m2
250 kN/m2D= 2 m
19 kN/m3212 kPa
Nr Cota hi L/B z/B
m m kPa kPa
1 -2.0 0.50
10.00 1 212.0
208.82 1938.00
42.750.5 0.14 0.97 205.6 47.50
2 -2.5 0.50.5
10.14 0.97 205.6
196.1 1957.00
61.751 0.28 0.88 186.6 66.50
3 -3.0 0.51
10.28 0.88 186.6
177.02 1976.00
80.751.5 0.42 0.79 167.5 85.50
4 -3.5 0.51.5
10.42 0.79 167.5
145.22 1995.00
99.752 0.56 0.58 123.0 104.50
5 -4.0 0.52
10.56 0.58 44.1
78.22 19114.00
118.752.5 0.69 0.53 112.4 123.50
6 -4.5 0.52.5
10.69 0.53 112.4
101.76 19133.00
137.753 0.83 0.43 91.2 142.50
7 -5.0 0.53
10.83 0.43 91.2
82.68 19152.00
156.753.5 0.97 0.35 74.2 161.50
8 -5.5 0.53.5
10.97 0.35 74.2
68.9 19171.00
175.754 1.11 0.3 63.6 180.50
9 -6.0 0.54
11.11 0.3 63.6
58.3 19190.00
194.754.5 1.25 0.25 53.0 199.50
10 -6.5 0.54.5
11.25 0.25 53.0
47.7 19209.00
213.755 1.39 0.2 42.4 218.50
11 -7.0 0.55
11.39 0.2 42.4
40.28 19228.00
232.755.5 1.53 0.18 38.2 237.50
12 -7.5 0.55.5
11.53 0.18 38.2
32.86 19247.00
251.756 1.67 0.13 27.6 256.50
13 -8.0 0.56
11.67 0.0
0 19266.00
270.756.5 1.81 0.0 275.50
14 -8.5 0.56.5
11.81 0.0
0 19285.00
289.757 1.94 0.0 294.50
15 -9.0 0.57
11.94 0.0
0 19304.00
308.757.5 2.08 0.0 313.50
16 -9.5 0.57.5
12.08 0.0
0 19323.00
327.758 2.22 0.0 332.50
17 -10.0 0.58
12.22 0.0
0 19342.00
346.758.5 2.36 0.0 351.50
18 -10.5 0.58.5
12.36 0.0
0 19361.00
365.759 2.50 0.0 370.50
19 -11.0 0.59
12.50 0.0
0 19380.00
384.759.5 2.64 0.0 389.50
20 -11.5 0.59.5
12.64 0.0
0 19399.00
403.7510 2.78 0.0 408.50
TASAREA ABSOLUTA S=
pef=
γ =pnet=
zi σz med γ (kN/m3) σgz= γ*H σgz mediu
F3
TABEL A.12 NP112 pag A-10
Mo TABEL A.10 NP112 pag A-8
Studiu geotehnic
E SG / TABEL A.10 NP112 pag A-8
Mo E Si
kPa kPa mm
1.7 10200 17340.0 1 4.81707
1.7 10200 17340.0 2 4.523645
1.7 10200 17340.0 3 4.083506
1.7 10200 17340.0 4 3.349942
1.7 10200 17340.0 5 1.804383
1.7 10200 17340.0 6 2.347405
1.7 10200 17340.0 7 1.907266
1.0 7500 7500.0 8 3.674667
1.0 10000 10000.0 9 2.332
1.0 25500 25500.0 10 0.748235
1.0 25500 25500.0 11 0.631843
1.0 25500 25500.0 12 0.515451
1.0 25500 25500.0 13 0
1.0 25500 25500.0 14 0
1.0 25500 25500.0 15 0
1.0 25500 25500.0 16 0
1.0 25500 25500.0 17 0
1.0 25500 25500.0 18 0
1.0 25500 25500.0 19 0
1.0 25500 25500.0 20 0
30.73541407
M2-3
M2-3
TASARE ABSOLUTA FUNDATIE CENTRALA HIPERMARKET
N=B= 5L= 5A=B*L= 25
235D= 2
18199
Nr Cota hi L/B z/B
m m kPa kPa
PERNA
1 -2.3 0.50
10.00 1 199.0
196.02 18 NOTOK41.40
0.5 0.10 0.97 193.0 50.40
2 -2.8 0.50.5
10.10 0.97 193.0
184.08 18 NOTOK59.40
1 0.20 0.88 175.1 68.40
3 -3.3 0.51
10.20 0.88 175.1
166.17 18 NOTOK77.40
1.5 0.30 0.79 157.2 86.40
4 -3.8 0.21.5
10.30 0.79 157.2
136.32 18 NOTOK95.40
1.7 0.34 0.58 115.4 99.00
5 -4.0 0.51.7
10.34 0.58 44.9
82.15 18 NOTOK102.60
2.2 0.44 0.6 119.4 111.60
6 -4.5 0.52.2
10.44 0.6 119.4
108.46 18 NOTOK120.60
2.7 0.54 0.49 97.5 129.60
7 -5.0 0.52.7
10.54 0.49 97.5
88.56 18 NOTOK138.60
3.2 0.64 0.4 79.6 147.60
8 -5.5 0.53.2
10.64 0.4 79.6
72.64 18 NOTOK156.60
3.7 0.74 0.33 65.7 165.60
9 -6.0 0.53.7
10.74 0.33 65.7
59.70 18 NOTOK174.60
4.2 0.84 0.27 53.7 183.60
10 -6.5 0.54.2
10.84 0.27 53.7
49.75 18 NOTOK192.60
4.7 0.94 0.23 45.8 201.60
11 -7.0 0.54.7
10.94 0.23 45.8
41.79 18 OK210.60
5.2 1.04 0.19 37.8 219.60
12 -7.5 0.55.2
11.04 0.19 37.8
34.83 18 OK228.60
5.7 1.14 0.16 31.8 237.60
13 -8.0 0.55.7
11.14 0.16 31.8
27.86 18 OK246.60
6.2 1.24 0.12 23.9 255.60
14 -8.5 0.56.2
11.24 0.12 23.9
22.39 18 OK264.60
6.7 1.34 0.105 20.9 273.60
15 -9.0 0.56.7
11.34 0.105 20.9
19.40 18 OK282.60
7.2 1.44 0.09 17.9 291.60
16 -9.5 0.57.2
11.44 0.09 17.9
16.92 18 OK300.60
7.7 1.54 0.08 15.9 309.60
17 -10.0 0.57.7
11.54 0.0
0.00 18 OK318.60
8.2 1.64 0.0 327.60
18 -10.5 0.58.2
11.64 0.0
0.00 18 OK336.60
8.7 1.74 0.0 345.60
19 -11.0 0.58.7
11.74 0.0
0.00 18 OK354.60
9.2 1.84 0.0 363.60
20 -11.5 0.59.2
11.84 0.0
0.00 18 OK372.60
9.7 1.94 0.0 381.60
TASAREA ABSOLUTA
pef=
γ =pnet=
zi σz med γ (kN/m3) σgz= γ*H
TASARE ABSOLUTA FUNDATIE CENTRALA HIPERMARKET
kNm TABEL A.12 NP112 pag A-10m
m2 Mo TABEL A.10 NP112 pag A-8kN/m2
m Studiu geotehnickN/m3
kPa E SG / TABEL A.10 NP112 pag A-8
Mo E Si
kPa kPa mm
45.9 1.0 30000 30000.0 1 2.614
63.9 1.0 30000 30000.0 2 2.454
81.9 1.0 30000 30000.0 3 2.216
97.2 1.0 30000 30000.0 4 0.727
107.1 1.0 28000 28000.0 5 1.174
125.1 1.0 28000 28000.0 6 1.549
143.1 1.0 28000 28000.0 7 1.265
161.1 1.0 28000 28000.0 8 1.038
179.1 1.0 28000 28000.0 9 0.853
197.1 1.0 28000 28000.0 10 0.711
215.1 1.0 28000 28000.0 11 0.597
233.1 1.0 28000 28000.0 12 0.498
251.1 1.0 28000 28000.0 13 0.398
269.1 1.0 28000 28000.0 14 0.320
287.1 1.0 28000 28000.0 15 0.277
305.1 1.0 28000 28000.0 16 0.242
323.1 1.0 28000 28000.0 17 0.000
341.1 1.0 28000 28000.0 18 0.000
359.1 1.0 28000 28000.0 19 0.000
377.1 1.0 28000 28000.0 20 0.000
S= 16.93071333
M2-3
σgz mediu M2-3
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