Shoring and excavation support

Shoring engineering in Northern California

Discuss your project

A basement beside an East Bay street, a retaining wall on a sloping parcel, and an excavation with groundwater create different support conditions. Cefali & Associates provides shoring and earth-retention engineering for Northern California projects through its Pleasant Hill office.

For owners, architects, and contractors in Pleasant Hill, Oakland, the wider Bay Area, and Sacramento, the work can begin with a concept for bidding or progress to detailed structural drawings and calculations. The site geometry, geotechnical criteria, and construction sequence determine the design scope.

Excavation and construction

Excavation beside transit and neighboring foundations

An East Bay excavation near BART may be constrained by foundations, underground structures, or access that must remain in use. Tiebacks need ground behind the wall; rakers and cross-lot braces instead occupy space inside the cut. Their locations have to leave room for excavation and permanent foundation construction.

BART identifies development within the area of influence of its right of way as potentially subject to design review. That review is distinct from the structural design and any permission to use off-site land. A site beside transit needs the actual asset locations and applicable project criteria.

BART development review guidance

Excavation and construction

Retained grades and water during construction

A permanent retaining wall supports the finished site. The excavation needed to build it can require temporary support before that wall exists. A sloping parcel or a change in retained height may need several wall arrangements and transitions rather than a repeated typical section.

Where groundwater reaches a Sacramento or Bay Area excavation, shoring and temporary water control need compatible assumptions. The structural wall design does not establish the pumping method or discharge route. Those services remain distinct from earth-retention engineering.

Comparable California projects

Experience with constrained excavation.

These documented projects show the engineering and construction conditions. Each example identifies its actual location.

Wilshire Grand Record Mat Pour
900 Wilshire Blvd., Los Angeles, CA 90017

Wilshire Grand Center

Los Angeles, California: soldier piles, tiebacks, and preloaded rakers supported a deep excavation beside Metro tunnels while basement demolition advanced. The project illustrates transit and construction-stage constraints.

Glendale Community College image 1
1500 N. Verdugo Rd., Glendale, CA 91208

Glendale Community College

Glendale, California: a permanent shoring wall relieved earth pressure from a terraced hillside science building and supported temporary excavation for drilled-pile foundations.

Engineering scope

From a support concept to structural details.

A concept for bidding, detailed drawings and calculations, and engineering for construction-stage changes can be separate assignments. The proposal identifies the services included. Geotechnical assessment, water-control design, property rights, and contractor installation remain distinct responsibilities.

See our shoring engineering services, temporary shoring design, soldier pile walls, tieback shoring, and soil nail walls.

Northern California office

2800 Pleasant Hill Road, Suite 225
Pleasant Hill, CA 94523

View this office on Google Maps

Discuss your project

Show us the excavation you need to support.

Send the project location, preliminary plans, and any geotechnical information you already have. Describe nearby structures, access limits, or what changed during construction. You do not need a complete design package to begin a conversation.

Discuss the shoring scope