Category:Slope stability analysis

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Türkçe: Şev SLOPE/W programda Morgenstern-Prıce yöntemi ile ve MIDAS GTS NX programda FEM yöntemi ile hesaplandı. SLOPE/W programa göre Emniyet katsaysı 0.932, GTS NX FEM yönteme göre Emniyet katsaysı 0.7'dir. Genel olarak, belirtilen şev güvenli değil, PLAXIS programında hesaplamak mümkün olmamıştur. Başlangıç verisi koşullar altında, PLAXIS 101, 103 veya 111 hatası verdi (Arazi çökmesi).

slope stability analysis

property of soil-covered slopes

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Q961278 Library of Congress authority ID: sh2002005457 National Library of Israel J9U ID: 987007542116905171
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Limit equilibrium analysis‎ (5 F)

Media in category "Slope stability analysis"

The following 25 files are in this category, out of 25 total.

Dairesel silindirik kayan yüzeyler yöntemi.jpg 1,076 × 537; 88 KB
Limit equilibrium method (LEM), Limit denge analizi.jpg 378 × 283; 18 KB
Slope stability analysis safe coefficient.jpg 400 × 302; 22 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Displacements TOTAL TRANSLATION (V) Current.png 1,616 × 524; 235 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Displacements TXY TRANSLATION (V) Current.png 1,616 × 525; 188 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Displacements TY TRANSLATION (V) Current.png 1,616 × 525; 221 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Displacements TYZ TRANSLATION (V) Current.png 1,616 × 525; 222 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Displacements TZX TRANSLATION (V) Current.png 1,616 × 528; 180 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Grid Forces TOTAL APPLIED FORCE Current.png 1,616 × 525; 269 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Grid Forces TX APPLIED FORCE Current.png 1,616 × 525; 232 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Grid Forces TY APPLIED FORCE Current.png 1,609 × 529; 271 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Forces MEMBRANE FORCE XX Current.png 1,609 × 522; 232 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Forces MEMBRANE FORCE XY Current.png 1,609 × 523; 298 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Forces MEMBRANE FORCE YY Current.png 1,603 × 525; 227 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-EQUIVALENT Current.png 1,609 × 523; 232 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-MAJOR PRINCIPAL (V) Current.png 1,616 × 524; 287 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-MAX SHEAR Current.png 1,609 × 523; 238 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-MINOR PRINCIPAL (V) Current.png 1,609 × 528; 375 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-XX Current.png 1,609 × 523; 232 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-XX TOTAL Current.png 1,609 × 522; 232 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-XY Current.png 1,609 × 523; 298 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-YY Current.png 1,609 × 526; 228 KB
Slope stability Slope Stability(SRM) INCR=2 (FOS=0.7000) Plane Strain Stresses S-YY TOTAL Current.png 1,616 × 525; 228 KB
Slope stability Şev güvenlik katsayı.jpg 520 × 327; 34 KB
Реакцию грунта самое удобное сделать через коэффициент порового давления.jpg 1,021 × 452; 56 KB

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