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Shoring and Excavation Engineering Guides

Guides for excavation depth, support footprint, anchor rights, access, and construction sequence.

Shoring has to fit the excavation depth, nearby structures, property limits, access, and the work that follows it. These guides explain the decisions that shape a temporary support system while the project team is still comparing concepts or preparing for bidding.

Use the articles to organize drawings, geotechnical information, property constraints, and sequence assumptions before requesting a proposal. Related services and project records provide the next level of detail.

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Documented project examples

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Review the site conditions and engineering work documented in these project records.

Wilshire Grand Center

Wilshire Grand Center required excavation support to be coordinated with phased demolition of an existing basement, a tower mat foundation extending 98 feet below Wilshire Boulevard, and nearby Metro tunnels.

900 Wilshire Blvd., Los Angeles, CA 90017

Intuit Dome

Cefali and Malcolm Drilling coordinated shoring around a court more than 30 feet below grade, construction access, large crane loads, and locations where tieback agreements were unavailable.

3930 W. Century Blvd., Inglewood, CA 90303

755 Fig

Excavation depths ranged from 25 to 97 feet, with heavy adjacent-building surcharges, internal bracing, underpinning, and temporary pedestrian-access support.

755 S. Figueroa St. (now Beaudry at 960 W. 7th St.), Los Angeles, CA

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