rceconsulting
Structural
- Jul 31, 2009
- 6
Recently I've run across a few situations where so-called "landscape" retaining walls are required to be designed. Typically these walls are to be comprised of segmental block. My question pertains to the need for soil borings. I always request that a boring program be carried out for these walls (usually 4 ft or higher),however I often meet resistance due to the cost/time/etc. from both the client and sometimes my supervisor as well. I'm just curious about other's experience with this issue. Thanks.