kkoloj
Civil/Environmental
- Sep 17, 2004
- 38
Are there any formulas, articles, or books, that anyone knows of for a situation in which a sloped surcharge is set back some distance from the back of a retaining wall. That is, the toe of slope does not occur right at the back of the wall.
I am civil eng. trying to write spreedsheets for the design of swimming pool walls for various loading conditions. I have found a lot of information about infinite strip loads, finite strip loads, point loads, and line loads, however I have not come across anything for the question above.
Thanks for any help.
I am civil eng. trying to write spreedsheets for the design of swimming pool walls for various loading conditions. I have found a lot of information about infinite strip loads, finite strip loads, point loads, and line loads, however I have not come across anything for the question above.
Thanks for any help.