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Retaining Wall Help!
I have not. Was told to try to avoid pile foundations but that may be the only option...- AKCivil
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- Forum: General Engineering
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Retaining Wall Help!
I'm designing a 14.5 ft retaining wall on a site with poor soils and allowable bearing capacity of 1000 psf. I've gone through all the calcs for a cantilevered CIP wall and cannot meet bearing pressure requirements without a huge foundation. I'm now looking into MSE wall. Is the MSE wall bearing...- AKCivil
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- Forum: General Engineering