Every project. Every soil condition. On record.
Bored piles in fractured bedrock, driven piles through saturated fill, micropiles beneath live structures. The geology varied; the schedule held.
140+
6
3
23 yr
Foundation phases completed across commercial, infrastructure, and industrial sites.
Distinct pile methods deployed—selected per soil condition, not per convenience.
Primary sectors served: commercial, civil infrastructure, and heavy industrial.
Continuous crew tenure on the same rigs—field knowledge that doesn't transfer from a manual.
Documentary photography captured at bore collar, below-grade, and rig-side. No staged site tours. What you see is what the crew ran.
Operations as they ran
Three representative projects below—each documents the soil profile encountered, the method selected, and the load outcome delivered.
Method matched to ground condition
High-rise tower, fractured limestone
Bridge abutment, water-saturated clay
Plant underpinning, live structure
48 large-diameter bored piles socketed into bedrock at 22 m. Mixed overburden required casing before rock entry. Zero schedule deviation on a 14-week foundation phase.
Interlocked sheet pile cofferdam in tidal clay, 6 m retained height. Driven and extracted within dewatering schedule. Concurrent driven bearing piles on the same crew.
Grouted micropiles to 18 m under an operating processing facility. Access restricted to 1.8 m headroom; compact rig deployed. Load transfer achieved with no production shutdown.
Your soil profile is on record somewhere.
Send us the geotech report. We'll tell you which rig and which method fits—before you commit the phase.