elfman
Mechanical
- Oct 21, 2003
- 79
I am trained as a mechanical engineer and as such am feeling moderately dumb when it comes to soil retention. I have a shared property line that is a slope and needs to be retained. There is also a pretty good possibility of having a fair amount of drainage along the top as well as the bottom of what will be the wall. The soil is, as far as I can tell from what I have read, heavy clay with a fair amount of rocks and gravel. The slope on one end is about 3 to 4 feet high, at the other end, 6 feet high. It is about 70-80 feet long. At the base at the shallow end, there is a storm drain.
It has been suggested that a rock/boulder gravity wall is the cheapest, which I can’t verify at this time, but someone else will do the work. I am very concerned about erosion behind the wall and along the base. What can be done in such a situation to keep the soil where it is and have a good, stable, long-lasting wall?
What are some of my other options in building the retaining wall? I am trying to keep the budget as low as possible.
Finally, having a good knowledge of mechanical engineering, is there a source where can I get some good practical learning on the design of retaining wall systems and earth retention and the necessary governing equations? Thanks in advance for the help!!
It has been suggested that a rock/boulder gravity wall is the cheapest, which I can’t verify at this time, but someone else will do the work. I am very concerned about erosion behind the wall and along the base. What can be done in such a situation to keep the soil where it is and have a good, stable, long-lasting wall?
What are some of my other options in building the retaining wall? I am trying to keep the budget as low as possible.
Finally, having a good knowledge of mechanical engineering, is there a source where can I get some good practical learning on the design of retaining wall systems and earth retention and the necessary governing equations? Thanks in advance for the help!!