Using . =0 analysis and assuming planar failure as shown, the minimum factor of safety against shear failure of a vertical cut of height 4 m in a pure clay having c =120 kN/m² and Ya = 20 kN/m³ is sat 4 m Potential failure plane

Structural Analysis
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Chapter2: Loads On Structures
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Using 4, =0 analysis and assuming
planar failure as shown, the minimum
factor of safety against shear failure of a
vertical cut of height 4 m in a pure clay
having c, =120 kN/m² and
Ysa = 20 kN/m' is
4 m
Potential failure
plane
Transcribed Image Text:Using 4, =0 analysis and assuming planar failure as shown, the minimum factor of safety against shear failure of a vertical cut of height 4 m in a pure clay having c, =120 kN/m² and Ysa = 20 kN/m' is 4 m Potential failure plane
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