Chapter 18A — SOILS AND FOUNDATIONS

Section 1812A — EARTH RETAINING SHORING

2025 California Building Code (Title 24, Part 2) · 2025 edition · ingested 2026-07-07 · California

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1812A.1 General.

1812A.1 General. The requirements of this section shall apply to temporary and permanent earth retaining shoring using soldier piles and lagging with or without tie-back anchors in soil or rock, only when existing or new facilities are affected. Shoring used as construc- tion means and methods only, which does not affect existing or new facilities, are not regulated by this section and shall satisfy the requirements of the authorities having jurisdiction. Design, construction, testing and inspection shall satisfy the requirements of this code except as modified in Sections 1812A.2 through…

1812A.2 Duration.

1812A.2 Duration. Shoring shall be considered temporary when elements of the shoring will be exposed to site conditions for a period of less than or equal to 2 years, and shall be considered permanent otherwise. Permanent shoring shall account for the increase in lateral soil pressure due to earthquake. At the end of the construction period, the existing and new structures shall not rely on the temporary shoring for support in any way. Wood components shall not be used for permanent shoring lasting more than 2 years. Wood components of the temporary shoring that may affect the performance of…

1812A.3 Surcharge.

1812A.3 Surcharge. Surcharge pressure due to footings, traffic or other sources shall be considered in design. If the footing surcharge is located within the semicircular distribution or bulb of earth pressure (when shoring is located close to a footings), lagging shall be designed for lateral earth pressure due to footing surcharge. Soil arching effects may be considered in the design of lagging. Underpin- ning of the footing may be used in lieu of designing the shoring and lagging for surcharge pressure. Alternatively, continuously contacting drilled pier shafts near the footings shall be…

1812A.4 Design and testing: Except for the modifications as set forth in Sections…

1812A.4 Design and testing: Except for the modifications as set forth in Sections 1812A.4.1 through 1812A.4.3, all Prestressed Rock and Soil Tie-back Anchors shall comply with PTI Recommendations for Prestressed Rock and Soil Anchors. 1812A.4.1 Geotechnical requirements: The geotechnical report for the earth retaining shoring shall address the following: 1. Minimum diameter and minimum spacing for the anchors including consideration of group effects. 2. Maximum unbonded length and minimum bonded length of the tie-back anchors. 3. Maximum recommended anchor tension capacity based upon the soil…

1812A.5 Construction. The construction procedure shall address the following:

1812A.5 Construction. The construction procedure shall address the following: 1. Holes drilled for piles/tie-back anchors shall be done without detrimental loss of ground, sloughing or caving of materials and without endangering previously installed shoring members or existing foundations. 2. Drilling of earth anchor shafts for tie-backs shall occur when the drill bench reaches two to three feet below the level of the tie- back pockets. 3. Casing or other methods shall be used where necessary to prevent loss of ground and collapse of the hole. 4. The drill cuttings from earth anchor shaft…

1812A.6 Inspection, survey monitoring and observation.

1812A.6 Inspection, survey monitoring and observation. 1. The shoring design engineer or his designee shall make periodic visits to the job site for the purpose of observing the installa- tion of shoring system, testing of tie-back anchors and monitoring of survey. 2. Testing, inspection and observation shall be in accordance with testing, inspection and observation requirements approved by the building official. The following activities and materials shall be tested, inspected or observed by the special inspector and geotechnical engineer: a. Sampling and testing of concrete in soldier pile…

1812A.7 Monitoring of existing structures.

1812A.7 Monitoring of existing structures. 1. The contractor shall complete a written and photographic log of all existing structures within 100 ft or three times depth of shoring, prior to construction. A licensed surveyor shall document all existing substantial cracks in adjacent existing structures. 2. The contractor shall document existing condition of wall cracks adjacent to shoring walls prior to start of construction. 3. The contractor shall monitor existing walls for movement or cracking that may result from adjacent shoring. 4. If excessive movement or visible cracking occurs, the…

1812A.8 Tolerances.

1812A.8 Tolerances. The following tolerances shall be specified on the construction documents. 1. Soldier piles: a. Horizontal and vertical construction tolerances for the soldier pile locations. b. Soldier pile plumbness requirements (angle with vertical line). 2. Tie-back anchors: a. Allowable deviation of anchor projected angle from specified vertical and horizontal design projected angle. b. Anchor clearance to the existing/new utilities and structures.