Glensheen Mansion Serpentine Wall Helical Tieback Repair in Duluth, MN
Challenge
DBS was first contacted in 2013 to help design a tieback solution for the old serpentine wall at the Glensheen Mansion, which is owned by the University of Minnesota - Duluth. The decision to proceed with the project was made in early summer of 2014 as the final design was approved and materials were ordered.
Solution
The design engineers requested that the core holes be as small as possible, so the decision was to core 4” diameter holes in the wall. This decision along with a steep slope on one side leading down to a creek necessitated the use of handheld installation gear to install the helical tiebacks. The wall varied in thickness from approximately 12” at the top to approximately 36” at the bottom.
The (15) helical tiebacks were installed at a 10 degree angle, and the average installation depth varied from 15 to 21 feet with most tiebacks terminating at 21 feet.
The 1.5 inch round corner square bar tiebacks had one 12” and one 14” helix bearing plate, and they were installed with an average torque of 2000 ft. lbs. that provided approximately 10 kips of ultimate tension capacity.
Excavation, tieback installation and backfilling was all completed in one week.
Project Summary
Project Date: June 2014
Project Type: Repair and Stabilization of a Large Serpentine Wall
Helical Pile Installation Contractor: Foundation Supportworks Solutions - Duluth, MN
Project Design Engineers: Paul A. Johnson, P.E. - Duluth, MN
Helical Pile Specifications: (15) 1.5" RC, with 12" & 14" Helix Bearing Plates, 6 KIPS Tension Working Loads, Galvanized
Soils and Embedment Depth: Sand and Clay Soils; 20 ft. Average Embedment
Project Timeline: 1 week
Helical Pile Manufacturer: Foundation Supportworks - Omaha, NE