I would definitely go MSE for a 13’ tall fill wall - you’ll save time and money by doing so. Commercial programs like SRWall or MSEW are also available at a reasonable cost. Also, many of the suppliers provide their software free of charge (google Tensar, Strata, or TenCate design software). Most MSE wall suppliers have an internal design team that will produce a design so long as there is sufficient geotechnical information available. Then select a MSE wall supplier to provide the design that addresses internal and external stability of the wall - your decision here will be based on wall aesthetics, cost, and level of support form the supplier. We evaluated this test at PD57 and PD84 in two different sets of mice (MSEW at PD57 n 20, MSEW at PD84 n 7, SN at PD57 n 16 and SN at PD84 n 6), in two different sets of mice (Fig. (1998) and it was conducted 4 h later the tail-immersion test. If you’re in a full situation and have enough room for a MSE wall, the convenient thing to do is evaluate globally stability to determine the minimum reinforcement length needed. The test was based on that described by Simonin et al.

They’ll perform the design and construction. If you’re in a cut situation and soil nails are an option, you may want to hire a geo-foundation contractor like Hayward Baker or Shnabel. Got the Government Contractor Blues Looking for a company that cares and goes beyond just filling another contract. It really depends on the type of retaining wall - there are several types and many more software packages out there that may either sweep a broad stroke across most wall types or may be specific to a single type.

Msew software