Piering and Stabilization Services
Vertical subsidence due to water infiltration preparing for the steel piering system.
Hydraulic ram preparing to drive 1026 3" carbon steel pipe to stabilize the foundation.
Driving pipe and monitoring pressure gauges, maximum pressure not to exceed 3500 psi.
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Installing piering system with hydraulic rams.
Installing piers beneath an in ground pool to minimize future vertical subsidence.
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Installation of piers to in ground pool.
Pool decking sunk approximately 1 1/2 inches.
Mine subsidence damage occurred over night.
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