A retaining wall 6 m high is supporting a horizontal backfill of soil having a void ratio of 0.5 and specific gravity of 2.7. The angle of internal friction is 32°. Compute the rankine active force on the wall if there is no water. Compute the rankine active force on the wall if the water table is on top of the horizontal backfill level. Compute the rankine active force on the wall if the water table is at the bottom of the wall and the water content is 10%.
A retaining wall 6 m high is supporting a horizontal backfill of soil having a void ratio of 0.5 and specific gravity of 2.7. The angle of internal friction is 32°. Compute the rankine active force on the wall if there is no water. Compute the rankine active force on the wall if the water table is on top of the horizontal backfill level. Compute the rankine active force on the wall if the water table is at the bottom of the wall and the water content is 10%.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A retaining wall 6 m high is supporting a horizontal backfill of soil having a void ratio of 0.5 and specific gravity of 2.7. The angle of internal friction is 32°.
Compute the rankine active force on the wall if there is no water.
Compute the rankine active force on the wall if the water table is on top of the horizontal backfill level.
Compute the rankine active force on the wall if the water table is at the bottom of the wall and the water content is 10%.
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