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MODELOS MATEMATICOS
Ing. Hebert Sotelo Aedo
MATERIAL 03
RELAVE SUELTO
MATERIAL 04
RELAVE DENSO MATERIAL 01
CUERPO DE PRESA
MATERIAL 05
ENROCADO
MATERIAL 02
GAVIONES
distancia (m)
250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430
altura
(m)
140
150
160
170
180
190
200
Description: Relave Superior
Unit Weight: 15
Cohesion: 10
Phi: 0
Description: Relave Medio
Unit Weight: 16
Cohesion: 25
Phi: 0
Description: Relave Inferior
Unit Weight: 18
Cohesion: 10
Phi: 21 Description: Cimentación
Unit Weight: 20
Cohesion: 10
Phi: 36
Description: Cuerpo de Dique
Unit Weight: 20
Cohesion: 10
Phi: 28
Description: Enrocado
Unit Weight: 21
Cohesion: 0
Phi: 40
Description: Filtro
Unit Weight: 18
Cohesion: 0
Phi: 35
Description: Terramesh
Unit Weight: 20
Cohesion: 20
Phi: 36
0.04
0.08
0.12
0.18
0.22
0.24
0.26
0 20 40 60 80 100 120 140 160 180
altura
(m)
0
10
20
30
40
50
Se puede modelar fácilmente la
excavación compleja. Se muestra una
excavación de la tapa del túnel de la
carretera, usando pernos apoyados de
concreto y roca.
Análisis del elemento finito de la
estabilidad del talud usando el método
de reducción del esfuerzo. Los contornos
máximos de esfuerzo destacan
claramente de la superficie potencial del
deslizamiento.
Vistas ortogonales y en perspectiva del modelo y un resumen de los resultados de la
cuña. En este ejemplo, los pernos se han agregado para apoyar la cuña de la azotea. Modelos de excavación, el túnel, la caverna, eje vertical e intersección.
Cintas del flujo de la tensión
alrededor de las cavernas
subterráneas de energía.
Factores de esfuerzo en un plano cortado de movimiento.
Diseño de una gran planta generadora para proyectos hidroeléctricos.
Esquema de mina subterránea, mostrando la velocidad sísmica en un plano cortado horizontalme
Factores de esfuerzo en un plano cortado de movimiento.
Diseño de una gran planta generadora para proyectos hidroeléctricos.
Esquema de mina subterránea, mostrando la velocidad sísmica en un plano cortado horizontalmente.
4 modelo matematico.pptx
4 modelo matematico.pptx
4 modelo matematico.pptx
4 modelo matematico.pptx

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4 modelo matematico.pptx

  • 2. MATERIAL 03 RELAVE SUELTO MATERIAL 04 RELAVE DENSO MATERIAL 01 CUERPO DE PRESA MATERIAL 05 ENROCADO MATERIAL 02 GAVIONES distancia (m) 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 altura (m) 140 150 160 170 180 190 200 Description: Relave Superior Unit Weight: 15 Cohesion: 10 Phi: 0 Description: Relave Medio Unit Weight: 16 Cohesion: 25 Phi: 0 Description: Relave Inferior Unit Weight: 18 Cohesion: 10 Phi: 21 Description: Cimentación Unit Weight: 20 Cohesion: 10 Phi: 36 Description: Cuerpo de Dique Unit Weight: 20 Cohesion: 10 Phi: 28 Description: Enrocado Unit Weight: 21 Cohesion: 0 Phi: 40 Description: Filtro Unit Weight: 18 Cohesion: 0 Phi: 35 Description: Terramesh Unit Weight: 20 Cohesion: 20 Phi: 36 0.04 0.08 0.12 0.18 0.22 0.24 0.26 0 20 40 60 80 100 120 140 160 180 altura (m) 0 10 20 30 40 50
  • 3.
  • 4.
  • 5.
  • 6. Se puede modelar fácilmente la excavación compleja. Se muestra una excavación de la tapa del túnel de la carretera, usando pernos apoyados de concreto y roca. Análisis del elemento finito de la estabilidad del talud usando el método de reducción del esfuerzo. Los contornos máximos de esfuerzo destacan claramente de la superficie potencial del deslizamiento.
  • 7.
  • 8. Vistas ortogonales y en perspectiva del modelo y un resumen de los resultados de la cuña. En este ejemplo, los pernos se han agregado para apoyar la cuña de la azotea. Modelos de excavación, el túnel, la caverna, eje vertical e intersección.
  • 9. Cintas del flujo de la tensión alrededor de las cavernas subterráneas de energía. Factores de esfuerzo en un plano cortado de movimiento. Diseño de una gran planta generadora para proyectos hidroeléctricos. Esquema de mina subterránea, mostrando la velocidad sísmica en un plano cortado horizontalme Factores de esfuerzo en un plano cortado de movimiento. Diseño de una gran planta generadora para proyectos hidroeléctricos. Esquema de mina subterránea, mostrando la velocidad sísmica en un plano cortado horizontalmente.