The performance evaluation of the pile–spread footing connection for the Composite Micropile system has been successfully completed.

This experimental study was conducted to compare the performance of Composite Micropiles with conventional micropile systems, and represents the second phase of performance testing for the pile–spread footing connection.

The results confirmed a significant improvement in the seismic performance of the Composite Micropile system compared to conventional micropiles.

The findings will be published in an academic paper.

We sincerely appreciate your continued interest and support.