I have sent my prelimary logs and other pertinent data to GeoPier for their review. Their initial feedback indicates that geopiers would be an applicable procedure for mitigating liquefaction at the site but I am looking for third party feedback and independent studies.
I am working on a site along a creek. The soil at the site consists of alluvial deposits. There is a free face along the creek. A liquefiable layer exists at between roughly 12 and 18 feet below grade. The liquefiable soil is mostly SM and SP with SPT blow counts generally between 5 and 12. The...
