With its unique, award-winning, design resembling a cantilevered stack of books, the Center for Computing & Data Sciences is a striking addition to Boston University’s Central Campus which is located along the banks of the Charles River. The 19-story structure’s theme of “collaboration” was projected in specialty geotechnical contractor Keller being brought on board early in the design planning stages to provide technical and constructability guidance for the foundation work. Subsequently, Keller’s project experience history in the Boston area and the ability to field a highly skilled workforce was instrumental in the company being retained for installation of the final design.
The 19-story building’s concrete mat foundation required excavation to depths ranging from approximately 25 ft at the podium to 42 ft at the “stacked book” tower. Subsurface conditions generally consisted of glacial fluvial sand and marine clay deposits located below a shallow groundwater table. Keller’s work included:
Several challenges needed to be overcome over the course of the project:
Team collaboration and communication was particularly critical given the COVID landscape which included a delayed project start-up and implementation of many on-site safety adjustments associated with a University Campus in an urban city environment.
Temporary Earth Retention
After careful review of a range of options, including considerations for costs, performance, and potential impacts to adjacent structures and utilities, the project team opted for an internally braced, driven sheet pile temporary earth retention system. Three levels of bracing were required at the tower end of the site and one at the podium.
An important factor in the selected earth retention was its ability to accommodate an existing telecommunications utility that bisected the earth retention alignment. This utility could not be relocated, and thus prevented closure of the driven sheet pile system at two locations. To resolve this design challenge, jet grouting was incorporated to achieve closure. The irregular “scalloped” face of the jet grout columns was trimmed to provide a flat substrate for bracing installation. The critical utility was suspended inside the temporary sheeting before excavation continued below.
Deep foundation techniques included micropiles, H-piles, and helical piles. Drilled micropiles were installed in the shallower podium section of the building to provide uplift resistance against potential hydrostatic pressure which was factored for flood resiliency. Driven steel friction piles were installed to support temporary shoring towers required due to the building’s cantilevered design. End-bearing steel H-piles were driven to bear in the deep glacial till and bedrock to support the tower crane. Finally, an economical helical pile deep foundation solution was selected to provide support and uplift anchorage for retaining walls and a bicycle canopy structure.
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