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☠
S010S II
UERJ
.
/
ai m
a
método do circulo de rupece .
Fs : Mest W = A . = 151m2
.
17kN/m= 2567 kNim
-
Mdert E I (10
. 2 ,42 = 28 , 8 kwIm
le= 0 14.
14 .
81 : 33 ,
93m
--
360
(a =
Cum
16 , 8 + 18 + 17 1 3
+ 16 ,
4 + 1613= 17 Per
3
Mderr = W .
S ,
1 + Em .
(13 ,
5 +2 .
2
,4)= 2367 .
5 ,
1 +288 . 1511 =
434 ,88
13091 1 7 +
=> Moder = 13526 , 58 a,
Most (n .
Me
.
R = 17
.
33 ,
93 . 24 = 13843 ,
44 kNdy
13843 ,44
= 0 ,
977 = 1 -3 Talude no comicas de
Fg =
13526 . 58 equilíbrio linite
~
1
.
1- Para auros Temporários
1,3 - Marc des definitives .
=>
analise em odices no drender : mixada das circul de
rurure
au
areilite das miner all Taylor.
# circulo de reprena. escolhida pois não deu a distancia
entre o circulo de repre e a camada claves do solo
S
Esforços : I
13111991)
We = Ac . Uniã 20 , 2 . 19 kw1m = 767 , 9 kwIm
we
= As . Umen-Ugua) = 190 , 8 .
9 = 1267 ,
9 kNIM
MAe= 2 TR . 2 .
4 .
1613 .
99 = 18 ,
51m
-
-
3 60 360
Ew =
1 18 .3.1= 1 (10 .
3 ,
5) = 61 1 23 kNIm
2 agen 2
Mderr= WIx 1012 + Wax 3 , 5 +Ewx 14
+
2
.313)=
= 767 ,
9x10 , 2 + 1267 , 9x 3 ,5 + 61 , 25 x 6 , 33
= 12654 , 80kNdy
Most= (n . 1 . R = 50x 28 ,
31 x 1613 = 23320 . 75 Kimb,
Fs= 23520 ,
75
= 1
,
86 -
Sala Segund .
--
12659 , 80
TOm
--
S 15m
I
/
usar método do nimera de Taylo :
N = cer Hd
BA--
#
Es UH
al para atingir e equilíbrio linite Fgil
N = 29
=0 , 156 D1 =
1 = 1 ,
5
1
1. 48
, 6 . 10
a indinação erá 24%
si
0 ,
156
·
183
1 , 5
b) pola Fs= 113
N = 29
= 0 , 109
1
,
5
. 48
, 6 . 10
Aproximadame 11 , 25°
E
*
&
:
al
~n
Rm=
w
1 , 3 1 , 54 1155
0 , 6 13 ,2 O 4 , 4 36 0 D 2 , 84 8 , 23 13,09 13,09 13, 08 1 3 ,088
17, 6 0 4,4 32 0 0 8 3132 10 , 99 14 , 51 ! 14 , 31 I
12 ,
31 i12A O 414 32 0 1 0 ,
017 0 6, 0 15 , 79 32,39 32 ,39 1 32 , 37
14 414 ⑧ 012 11
,
61 5, 18 24 29128 1 , 07127 ,33 11068in ·o nae 31 9in 14 0,31 28 ,
33 3
, 5 23 . 37 28 ,87 ta aiça i ano caie e
904,
432 10 0 .21 37 , 01 5 1 28 28, 43 33,71
1 Si
4 , 4 36 S 0 ,
123 32 ,76 ↳i 21 , 87 26 , 27 0
,94 28 ,
74 0 , 903 29 ,
08
0
, 0 , 1 1 4 , 4 32 0 8 2 , 80 0 , 44 8
,75
2 , 44 0185 2187 0
, 8346 2 , 915
& 17 14 66 1 ,4 36 0 12,79 3 ,08 11 ,83 0 . 787 13 ,03 0 177 15123 0 ,774 15 ,27
123 , 32 193,32 194 , 63 194
,
82
⑧ ·
W ,
= 1 ,
1x016 x10
= 13 12
193,52 1
, 594
125, 32
Wa = 0 ,
8x 111 x 20 = 17 1 6 19463 1
,
55
125 1 32
Waz= 113 x 114 x 20= 22 194 ,88 1 ,
45
123 : 37
wz
= 112 x2 x20298
Wa
= 1 ,23 x 2 ,
2x20
= 35
-
Wi = 1 , 2
x 2 14 x 20
= 57
, b
wa
= 1 x 2 x 20
= 40
W6A
= 0 , 1 x 1 , 6 x 20
= 312
W =
=
0 , 7 x 1 x20
= 14
b
13 ,2 O 4 , 4 36 0 1 , 1 13 12 0 4 , 84 0 8 ,24
17, 6 8 4,4 32 0 0 , 8 17 , 6 0 3 , 52
D 10 ,99
12A 414 32 1 . 3 42 0 bal 0173 25 ,77
in
· in In 414 e ⑧ 1123 46 ,
57 11 1 61 S,44 9 , 89 22.92
14 1 , 43 47 , $4 28 .32 6141 20, 41 16 ,70
32 1 , 54 44 , 12 37 , 024 6 , 89 13, 64 17178hist in s e
Es ai 32
18
S 1,74 22 , 94 32 , 76 7 , 67 8 ,71 8 ,89
1 32 ⑧ 0 ,286 1 , 33 2179 0 , 9 O 0 ,96
/7 017 14 66 1 ,4 36 0 1172 3 , 69 121 78 7 . 37 0 3 , 53
123 ,31 4986 115 ,84
Fs = Is
= 1 ,
32
Abacos de Bishop-margens
W
14
= -
= 0 , 033
19
.
21
m
= 2 ,
11 n
= 1 ,
89
Fg = m - n
= 2 . 1)
- 1 ,89 .
0 , 15 = 1
,
8265
m= 2 . S n
= 2 . 10
Fs = 2 .
5 = 2
, 10 . 0 , 13
= 2
,
185
0 ,
025-0 ,
03 =118216 -2 ,
183
= Fs = 1
,97/4
0 , 025-0 ,
035 11826 - Es
= 2
= 0 ,
09
m
= 2
,
875m = 2 ,
7- >
F = 2 ,
873 - 2 , 73 . 0 , 5
= 1 ,
5
m
= 3 , 25 n = 2
,
62S
F
= 3 ,
25 - 2 , 62s . 0 1 5 = 1 ,
9375
0 , 025-01042 = 1 ,
5 - Es
-
0 , 025-0 1 05 115 - 1 ,
93
0 ,
68 = Fg = 1 ,
79 Dis
/a
↑10
-
30
o seg
Goste
contr
Cu-> analise em Candices mas diacks-circulos de ruptura
I
-> nimero de wabilidade
de Taylor
C,- analise en pordies drenades
↳ ibaces de Vishop Margeveren
↳ mirode des paries
I) NF Max NF Min
w' i
= 200 x (20-181 =
2000 i' ,
= 2000
wic = 330 x (20-101 = 3500 w'c= 3500
w'3 = 200y/20-10)
=2000 w'3 = 200 x 18=3600
Win= 25x124-10) = 350 Win = 25 x 24 = 600
wi 3
=
15 x (29 -10) = 210
wi 3
=
210
Q =200 Q - 200
NF Max
Malerr=-2000 119750 +23000 + 1750 + 323 +2400 : 35423
NE Min
Mders =
- 2000 + 29730 + 41400 + 3000 + 325 +2400 = 73075
Mest= Cu .
Me . R = Ces .
Ass .
R + <Mes .
R
60 . 21 ,89
.
30 + 60 . 31 ,92 . 30 =
75202 + 56356 = 131958
2 +R = 360
=) 1 As
=
21 ,
89
len= 80
2 + 12 = 360
I & A + 2
= 31 ,
92
& A92
= 60
WK max NF min
Fy = 2 ,
39 ↑j = 1
, 76
al o nivel da Água de menor cora Diegomifize , pois
quano maior a interação da Pentao neura menor serao
os esforcos eperivos aumwardo o Es.
II
q
:
expior
11191114116ılallıllln/ /
I 2 3
2 ,
5 Em
as
Diverso
-
2 , sm
/ I 1
, 6
E
3 12
, 7
/
-
/
2
, 5
/
Sm -2
,
0
/
S
/
& ↑as
&
-8 , 5
Wi
= 5 / 2 , 5 x 23 + & , 5 x2 .3 x 18 = 335 RWIm
w1 = 2 15 x 21 7 x 17 + 2
, 5x 217 x 19 + 0 . 5x2 , 7 x 18
=
267 , 3 kN Im +108 :
37513
W3
= 2 ,
5 x2 . 5 X1 + 2 x 2 1 3 x 19 = 201
,
23 1 100
= 301125
Wa = 1 , 6x013 X 17
= 13 1 6 + 20
= 33 . 6
1 ,
5 2,81 2.97
30 0 .22 - 86 ,70 SO 121 , 24 171 1 240 1 883 193 ,38 0 1 92 183 ,32 0
,923 1 85 , 06
2 ,7 SiS 37513 10 30 0 121 65 , 17 137 123 191 , 23 188
, 95
di) s33s e e e
8
175, 93 175 , 92 e 2 das a al213 4 , 5 0 ,16 193 , 63 191 , 73
01S 116 3316 70 O 311 57 0 23 , 32 23 , 32 0,78 30, 13 0157 40 6 , 56 91
,74
203, 68 572
, 64 604,99 607 ,49
572164 2 ,81
203 ,68
604 ,99
2 ,
97
203, 68
607,
49
2 ,98
203168
am
99
Ti 100 in -
148kN/m
-
(230kwIm
a) pare o NF min pois quano menor a simão neutra maid
as senioes eperives .
b espoces O sa WägenI
21 =
0 : A => (20 -101/40
= 400kN/m2
WI = Ud . A = 16 x SO = 800HNIm
W3 = Jd . A = > 17 x 50 = &50 kNIm
Wa= Ud . A = 17 x 130= 2210 AN m2
P = 100kN/m2
-Inst Nem -- favoucis
e e
Ew= I (10 .
2
,
74= 110 . 7
Molenn
=
Wix 1 + Waxs , S + Wax 7 1 S +Wax8 ,
S +PX10-Tix 19 -12x29 + (w . (15 +24 . 17 -
Mderr = 400 + 1800 + 6373+ 18783 + 1000 - 1812 -
7250 + 2007 ,36 = >
Mde+r= 21303 ,34)/
Most= (a . LAe .
R => Mest
= <u
,
LA21 . R + Cr · LA22 .
R = >
=) Most = 40x29
,33x40 + 73x34 ,21x40
= 149558
-MR = 360
=IAei= 29 ,
33
112 ,
= 12
2πR = 360
SA = 290
=2 dez = 34 , 21
Fg =
= 129588
- 7 ,01 un in baten vam gabair .
21305 , 36