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SITUATION 4 If downward seepage occurs on the same slope from Situation 3, determine H. Specific gravity of soil is 2.75, void ratio is 0.70, and the soil from situation I is assumed to be 50% saturated.

SITUATION 4 If downward seepage occurs on the same slope from Situation 3, determine H. Specific gravity of soil is 2.75, void ratio is 0.70, and the soil from situation I is assumed to be 50% saturated.

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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Thumbs-up will be given. Answer situation 4 only. Situation 3's solutions is attached in this question (see the photo).
( SITUATION #3 Given: FOS = 3.1 B = 15° = Y = 20KN/m³ Rea'd: Height of the Infinite stope. Solution: C=471p9 $=33° FOS= ctyHcor²ßtan YHsinß corß 31 474 [20xHxcos (5) xtan (3) [20XMX cos (15) xsin (150)] 15.5H = 47+12.11 H 3.382H = 47 77 H = 13.897m
Transcribed Image Text:( SITUATION #3 Given: FOS = 3.1 B = 15° = Y = 20KN/m³ Rea'd: Height of the Infinite stope. Solution: C=471p9 $=33° FOS= ctyHcor²ßtan YHsinß corß 31 474 [20xHxcos (5) xtan (3) [20XMX cos (15) xsin (150)] 15.5H = 47+12.11 H 3.382H = 47 77 H = 13.897m
SITUATION 3 Determine the height of the infinite slope, H, such that the factor of safety of 3.1 is maintained against sliding along the soil rock surface. Slope is inclined at 15° with respect to the horizontal, unit weight of soil is 20 kN/m³, cohesion is 47 kPa, and angle of friction is 33º. SITUATION 4 If downward seepage occurs on the same slope from Situation 3, determine H. Specific gravity of soil is 2.75, void ratio is 0.70, and the soil from situation I is assumed to be 50% saturated.
Transcribed Image Text:SITUATION 3 Determine the height of the infinite slope, H, such that the factor of safety of 3.1 is maintained against sliding along the soil rock surface. Slope is inclined at 15° with respect to the horizontal, unit weight of soil is 20 kN/m³, cohesion is 47 kPa, and angle of friction is 33º. SITUATION 4 If downward seepage occurs on the same slope from Situation 3, determine H. Specific gravity of soil is 2.75, void ratio is 0.70, and the soil from situation I is assumed to be 50% saturated.
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