A transit tunnel beneath the street
At The Grand, the 2nd Street Tunnel restricted anchor length. An existing retaining wall blocked direct tiebacks at some piles, so walers carried those loads toward available anchor locations.
An excavation next to a tunnel, a retained basement, or an occupied street needs more than a standard perimeter wall. Earth retention has to carry soil and nearby structure loads while the new foundations are built.
Cefali & Associates has designed support for Los Angeles excavations with different boundaries on each side. At Downtown and Century City sites, existing walls, tunnels, and utilities changed where piles, anchors, and internal bracing could be placed.
Site conditions
At The Grand, the 2nd Street Tunnel restricted anchor length. An existing retaining wall blocked direct tiebacks at some piles, so walers carried those loads toward available anchor locations.
At Westfield Century City, portions of a four-level basement wall were kept in place during redevelopment. Tiebacks and strongbacks supported the wall around new decks, deep utilities, and a bridge pier.
Wilshire Grand Center used multiple tieback levels and preloaded rakers near transit tunnels during phased basement demolition and excavation.
Published project work

Short anchors and walers supported a deep excavation beside the 2nd Street Tunnel and an existing wall.

Tiebacks and rakers supported phased excavation near Metro tunnels.

Existing basement walls remained while strongbacks and tiebacks carried temporary earth loads.
Engineering scope
These projects show how excavation depth, neighboring structures, access, and the permanent work can change the support design. Your site needs its own geotechnical criteria and structural design. The contractor determines installation and construction means and methods.
Read more about earth retention systems or explore other published work in Los Angeles.