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Efficient Deep Foundations, Earth Retention System ...
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Columbia University’s Manhattanville Campus expansion required extensive excavation support and foundations for two new business-school buildings on a geologically variable site. The work included roughly 100 soldier piles, more than 280 tieback anchors, and approximately 1,600 micropiles. Deep, irregular bedrock, varied soils, groundwater, restricted headroom, demanding anchor loads, and long material lead times created significant construction and scheduling challenges.<br /><br />To accelerate construction, the joint-venture contractors proposed alternatives to conventional methods. They installed 36-inch continuous-flight-auger soldier piles instead of conventionally cased piles, completing them within tolerance and ahead of schedule. For foundations, large hollow-bar micropiles replaced conventional pressure-grouted piles, improving installation rates and helping manage potential artesian conditions. Large-capacity, long tiebacks required specialized drilling and handling equipment, permanent casing in rock, and careful planning for anchor materials and testing.<br /><br />The team also adapted its methods to site conditions. Variable rock quality and communication between adjacent rock sockets led to changes in casing depth and pile construction. A large, redundant grout plant and coordinated rig assignments maintained supply for the micropile operation, while custom equipment enabled work beneath bracing and streets.<br /><br />Despite complex subsurface conditions, logistics, and construction constraints, the team’s flexible planning and value-engineered approaches helped meet the project’s schedule priorities. The foundation work was completed two months ahead of schedule.
Keywords
Columbia University
Manhattanville Campus
excavation support
foundation construction
soldier piles
tieback anchors
micropiles
bedrock variability
value engineering
schedule acceleration
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