At rest pressure on sloped wall
At rest pressure on sloped wall
(OP)
Im trying to wrap my head around a problem. At rest pressure on a wall is easy, but what happens if the wall is say 15 degrees rotated into the soil mass (on purpose, built this way). Is the soil frition angle now +15 or -15 for pressure calculations?






RE: At rest pressure on sloped wall
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RE: At rest pressure on sloped wall
RE: At rest pressure on sloped wall
RE: At rest pressure on sloped wall
RE: At rest pressure on sloped wall
RE: At rest pressure on sloped wall