2. The following laboratory data are available on the drained shear strength of a highly overconsolidated stiff clay at an effective normal stress range near 100 kPa: peak strength, c' = 10 kPa, o' = 22°; fully softened strength, c' = 0, o' = 21°; residual strength, c' = 0, 6; = 12°. Factor of safety for slope stability analysis is defined as F.S. (mobilized shear strength)/(shear stress). For one segment of a slip surface in a slope, the effective normal stress is 100 kPa and the factor of safety (for the segment) with respeet to peak strength is 1.7 %3D %3D %3!

2. The following laboratory data are available on the drained shear strength of a highly overconsolidated stiff clay at an effective normal stress range near 100 kPa: peak strength, c' = 10 kPa, o' = 22°; fully softened strength, c' = 0, o' = 21°; residual strength, c' = 0, 6; = 12°. Factor of safety for slope stability analysis is defined as F.S. (mobilized shear strength)/(shear stress). For one segment of a slip surface in a slope, the effective normal stress is 100 kPa and the factor of safety (for the segment) with respeet to peak strength is 1.7 %3D %3D %3!

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.20P

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