Suelo Pendiente 25 % Con Agua
Transcript of Suelo Pendiente 25 % Con Agua
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Slide Analysis Information
Document Name
File Name: suelo pendiente 30 % con agua anlisis de estabilidad aguas abajo
Project Settings
Project Title: SLID ! "n Interacti#e Slope Stabilit$ ProgramFailure Direction: Let to &ig't
(nits o )easurement: SI (nitsPore Fluid (nit *eig't: +,-. /Nm31round2ater )et'od: *ater SuracesData utput: Standard4alculate 5cess Pore Pressure: n&apid Dra2do2n "nal$sis:
"llo2 &u 2it' *ater Suraces or 1rids: &andom Numbers: Pseudo!random Seed&andom Number Seed: .0..6&andom Number 1eneration )et'od: Par/ and )iller #,3
Analysis Methods
"nal$sis )et'ods used:7is'op simpliied8anbu simpliied
Number o slices: 9Tolerance: 0,00)a5imum number o iterations: 0
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Surface Options
Surace T$pe: 4ircular&adius increment: .0)inimum le#ation: Not Deined4omposite Suraces: nabled
&e#erse 4ur#ature: 4reate Tension 4rac/
Material Properties
)aterial: )aterial .Strengt' T$pe: )o'r!4oulomb(nit *eig't: .-,+ /Nm34o'esion: . /PaFriction "ngle: 99 degrees*ater Surace: None)aterial *eig't 4auses 5cess Pore Pressure
)aterial: )aterial 9Strengt' T$pe: )o'r!4oulomb(nit *eig't: .-,+ /Nm34o'esion: -0 /PaFriction "ngle: 99 degrees*ater Surace: None)aterial *eig't 4auses 5cess Pore Pressure
Global Minimums
)et'od: bis'op simpliiedFS: 3,0;-904enter: -,.0-< ;,.=&adius: -,-;.Let Slip Surace ndpoint: 0,93< 0,.3&ig't Slip Surace ndpoint: .9,< !3,;-;Let Slope Intercept: 0,93 .,=00&ig't Slope Intercept: .9, !3,;-;&esisting )oment>69=;,. /N!mDri#ing )oment>90+,+9 /N!m
)et'od: janbu simpliiedFS: 3,96=-04enter: -,.0-< ;,.=&adius: -,-;.Let Slip Surace ndpoint: 0,93< 0,.3&ig't Slip Surace ndpoint: .9,< !3,;-;Let Slope Intercept: 0,93 .,=00
&ig't Slope Intercept: .9, !3,;-;&esisting ?ori@ontal Force>,-- /NDri#ing ?ori@ontal Force>.=0,6-; /N
Valid / n!alid Surfaces
)et'od: bis'op simpliiedNumber o Aalid Suraces: ;=.9Number o In#alid Suraces: +
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rror 4odes:rror 4ode !..9 reported or + suraces
)et'od: janbu simpliiedNumber o Aalid Suraces: .-0Number o In#alid Suraces: 9+=rror 4odes:rror 4ode !.0- reported or 9=.9 suracesrror 4ode !... reported or .0 suracesrror 4ode !..9 reported or + suraces
"rror #odes
T'e ollo2ing errors 2ere encountered during t'e computation:
!.0- > Total dri#ing momentor total dri#ing orce B 0,., T'is is tolimit t'e calculation o e5tremel$ 'ig' saet$actors i t'e dri#ing orce is #er$ smallC0,. is an arbitrar$ number,
!... > saet$ actor eEuation did not con#erge
!..9 > T'e coeicient )!"lp'a > cosCalp'aC.tanCalp'atanCp'iFB 0,9 or t'e inal iteration o t'e saet$ actor calculation, T'is screens outsome slip suraces 2'ic' ma$ not be #alid in t'e conte5t o t'e anal$sis< inparticular< deep seated slip suraces 2it' man$ 'ig' negati#e base angleslices in t'e passi#e @one,
Probabilistic Analysis nput
Project Settings
Sensiti#it$ "nal$sis: Probabilistic "nal$sis: nSampling )et'od: )onte!4arloNumber o Samples: .000
"nal$sis T$pe: 1lobal )inimum
)aterial: )aterial .Propert$: 4o'esionDistribution: Normal)inimum: 0,9 Crelati#e minimum: 0,-)ean: .)a5imum: ; Crelati#e ma5imum: 3Standard De#iation: .
)aterial: )aterial .Propert$: P'iDistribution: Normal)inimum: .3 Crelati#e minimum: +)ean: 99)a5imum: 3. Crelati#e ma5imum: +Standard De#iation: 3
)aterial: )aterial .
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Propert$: (nit *eig'tDistribution: Normal)inimum: .=,; Crelati#e minimum: .,)ean: .-,+)a5imum: 90,; Crelati#e ma5imum: .,Standard De#iation: 0,
Probabilistic Analysis $esults %Global Minimum&
)et'od: bis'op simpliiedFactor o Saet$< mean: 3,0=.-=Factor o Saet$< standard de#iation: 0,9;=--Factor o Saet$< minimum: 9,39+-00Factor o Saet$< ma5imum: 3,==9;-0Probabilit$ o Failure: 0,000% C> 0 ailed suraces .000 #alid suraces&eliablit$ inde5: -,.3.=0 Cassuming normal distribution&eliablit$ inde5: .3,.96= Cassuming lognormal distributionG best it > 7eta
)et'od: janbu simpliied
Factor o Saet$< mean: 3,9-9009Factor o Saet$< standard de#iation: 0,99=0+-Factor o Saet$< minimum: 9,60+60Factor o Saet$< ma5imum: 3,+03=.0Probabilit$ o Failure: 0,000% C> 0 ailed suraces .000 #alid suraces&eliablit$ inde5: .0,0;-6 Cassuming normal distribution&eliablit$ inde5: .=,.6.; Cassuming lognormal distributionG best it > 7eta