Leaning and sinking Millennium Tower has confounded engineers, city officials and its residents a few years after it was completed in 2009.

At 301 Mission Street stands Millennium Tower, a 650-foot-tall 58 story building over a 5-story deep subterranean garage. A high-end mixed use primarily residential building is situated in a highly desirable neighborhood in close proximity to San Francisco’s bustling financial district. A tall slender building constructed of reinforced concrete with post-tension flat slab floors, the structure is founded in deep alluvial soil most commonly referred to as “Bay Mud”. With bedrock as deep as 200 feet below ground, the designers of the building worked hard at trying to come up with a foundation system that is not overly expensive and in theory would carry the building with predictable settlement. Foundation piles were driven deep into the soil and intended to desify the underlying soil enough to adequately support the building yet not deep enough to get to bedrock.

Year after year since the structure was completed, settlement and tilting of the building occurred and kept progressing so much as measures today at about 14″ of downward settlement and and another 14″ of tilt.

An extensive geotechnical analysis of this settlement was conducted by a team of engineers revealed that this settlement and tilt is expected to continue over the life of the structure. However, this is not to say that the structure under its present condition may not be stable in the event of a significant seismic event.

As to be expected, the problem became the subject of litigation and the City of San Francisco Building Department threatened to deem the building unsafe. Under terms of a negotiated settlement, the developer retained a prominent structural engineering firm to design and develop plans to retrofit the building. An interesting design concept was developed that proposes to shore the building only on one side by the use of 52 cased drilled piles that are installed to a depth 250 into the underlying bedrock. The piles are to be fitted with hydraulic jacks so that the building can be lifted to correct the tilt to the extent possible. It is anticipated that such a foundation system would fully stabilize the building. Although this solution appears to be an effective design on paper and through sophisticated computer modeling, only time will tell if the designer’s vision is realized.

Source: https://www.structuremag.org/?p=17838