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For #1-4, assume there is a 3 m deep soil (in the slope-normal direction) with a density of 1600 kg/m³, cohesion of 18 kPa, and friction angle of 25°. The potential failure plane is the soil-bedrock interface, which is parallel to the surface and has a slope of 35°. As usual acceleration due to gravity is 9.8 m/s², and water has a density of 1000 kg/m³.

For #1-4, assume there is a 3 m deep soil (in the slope-normal direction) with a density of 1600 kg/m³, cohesion of 18 kPa, and friction angle of 25°. The potential failure plane is the soil-bedrock interface, which is parallel to the surface and has a slope of 35°. As usual acceleration due to gravity is 9.8 m/s², and water has a density of 1000 kg/m³.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. What is the hillslope's factor of safety under dry conditions, to the nearest tenth?
Transcribed Image Text:1. What is the hillslope's factor of safety under dry conditions, to the nearest tenth?
For questions #1-4, assume there is a 3 m deep soil (in the slope-normal direction) with a density of 1600 kg/m³, cohesion of 18 kPa, and a friction angle of 25°. The potential failure plane is the soil-bedrock interface, which is parallel to the surface and has a slope of 35°. As usual, acceleration due to gravity is 9.8 m/s², and water has a density of 1000 kg/m³.
Transcribed Image Text:For questions #1-4, assume there is a 3 m deep soil (in the slope-normal direction) with a density of 1600 kg/m³, cohesion of 18 kPa, and a friction angle of 25°. The potential failure plane is the soil-bedrock interface, which is parallel to the surface and has a slope of 35°. As usual, acceleration due to gravity is 9.8 m/s², and water has a density of 1000 kg/m³.
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