While this building was being constructed, the adjacent Bethesda Metro Complex was being planned. One wall of Clark building is supported on deep-drilled piers in order to avoid underpinning. The rest of the building is on shallow foundations.
While this building was being constructed, the adjacent Bethesda Metro Complex was being planned. One wall of Clark building is supported on deep-drilled piers in order to avoid underpinning. The rest of the building is on shallow foundations.
A typical building with 3+ levels of parking below street level. This one is supported on normal spread footings.
A typical residential building supported on normal spread footings.
This building is supported on drilled piers (caissons) with bells excavated in high plasticity preconsolidated clay.
Three buildings supported on top of a large underground garage. Part of the structure is supported on small-diameter, heavily reinforced piers socketed into rock below the subway. The rest is on normal spread footings.
The case study below illustrates some typical construction techniques.
A partial failure of the shoring system occurred during construction. See the case study below.
O'Donnell's restaurant was replaced with 3 levels of underground parking that extend under the street and two roughly 8-story buildings. Spread footings are supported on a combination of weathered rock and soil for 5 to 15 ksf.