JMLeng
Structural
- Nov 23, 2007
- 1
We are consulting on a project to build multiplex houses in northern Ontario, near St. James Bay. Assume that the soil conditions are very poor as the water table is one foot below grade. It is unreasonable to excavate to good soil and backfill with good material. Piles are out of the question because the equipment is not available in the region. The structures are single story wood construction with crawl space. Has anyone ever designed a foundation for similar applications?