Reticulated Micropile Shoring Wall
At GeoStabilization International®, we use micropiles to reinforce soil masses utilizing reticulated micropiles. These micropiles are layout in the form of secure networks of micropiles. During a reservoir expansion project in Saskatchewan, our engineers developed a reticulated SuperMicropile™ foundation to establish a reinforced soil composite as temporary shoring. This reticulated micropile network provided optimal support and stabilization during the construction of a reservoir and pump house.
In the case of a reticulated micropile network, the structural load applies evenly to the entire solid mass or surcharge. In conventional arrangements, each micropile carries the lateral or vertical load directly. Consequently, the micropiles in an individual arrangement have a relatively high capacity with a steel rod or casing reinforcement. A reticulated network consists of lower-capacity micropiles to internally reinforce and delineate soil volumes.
Self-drilling micropiles are the ideal components of a reticulated micropile network. Unlike conventional piles, self-drilling micropiles allow for optimal installation flexibility.
Since a micropile installation doesn’t disturb the surrounding environment, reticulated micropile networks retain the soil to form one composite gravity structure. In other words, the soil provides the weight, and the micropiles provide the reinforcing elements.
This soil-micropile interaction optimally supports compression, shear stress, and tension. The applications of a reticulated micropile network include:
- Shoring wall construction
- Earth retention
- Slope stabilization
- Ground reinforcement
- Settlement reduction