Elementary School (Micropiles)

Project Overview

In 2011, the entire town of Joplin, Missouri, was left devastated as an EF5 tornado destroyed their town, including their elementary school. The land where an Elementary School was to be constructed was donated by a local hospital.

Requirements & Challenges

The design requirements for this project were compression loads up to 314 kips, and tension loads up to 118 kips.

Based on the loads and sub-surface conditions, Helitech chose an End-bearing Micropile System, comprised of both cased and uncased micropiles. Cased Micropiles were required due to lateral concerns because of known abandoned mines and voids at particular locations.

Solution & Results

Helitech used 8 5/8 inch casing and drove down to the bedrock approximately 28 feet below the existing elevation and the casing was socketed into the rock.

Uncased micropiles were used to support the new foundation and grade beams. The uncased micropiles were open-hole drilled, and used a down-the-hole-hammer to socket into rock. Helitech used 3 different bar sizes due to the various loading requirements. Over 350 cubic yards of grout was used on this project.

Helitech performed a sacrificial compression test with a total deflection of 0.200 inches and a sacrificial tension test with a total deflection of 0.644 inches to verify the loads. The project was completed on time and under budget.

Project Details

Elementary School Construction, Educational Facility

Joplin, MO

End-bearing Micropile System, Cased Micropiles, Uncased Micropiles

Not sure what geotechnical solution can work for your job? We can help.

Get My Custom Solution
Related Case Studies