b) Verify the stability of the slope using Taylor's stability number by adopting Eurocode 7 approach (Design Approach 1 Combination 2).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2b
Question 2
1. A slope is to be cut into a deep layer of soft clay with a characteristic undrained shear
strength of 30 KPa and weight density of 18 kN/m³. The slope is 8.0 m high and its
inclination is 2:1 (horizontal:vertical).
a) Determine the minimum factor of safety using Taylor's stability number approach
b) Verify the stability of the slope using Taylor's stability number by adopting Eurocode 7
approach (Design Approach 1 Combination 2).
Transcribed Image Text:Question 2 1. A slope is to be cut into a deep layer of soft clay with a characteristic undrained shear strength of 30 KPa and weight density of 18 kN/m³. The slope is 8.0 m high and its inclination is 2:1 (horizontal:vertical). a) Determine the minimum factor of safety using Taylor's stability number approach b) Verify the stability of the slope using Taylor's stability number by adopting Eurocode 7 approach (Design Approach 1 Combination 2).
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