Excavation Support Systems
Fundamentals of Building Construction, Materials & Methods
Learning Objectives
List the steps involved in earthwork and excavation.
Know the parameters influencing the selection of excavation support systems.
Know the types of excavation support and general earth-retaining concepts.
Visually identify and describe means and methods for different excavation support systems.
Understand differences between the excavation support systems.
Earthwork and Excavation Steps
Earthwork is a critical initial phase of virtually every construction project.
Grubbing and Clearing:
This step involves removing vegetation, roots, and debris from the construction site.
Topsoil Management:
The top layer of organic-rich soil is scraped off the pad site and stored for later use, allowing for proper foundation laying in subsequent steps.
Excavation Process:
Excavation is essential for various components such as basements, shallow footings, utilities, or to address unstable or undesirable soil conditions.
Selection of Excavation Support
The choice of excavation support depends on the following key parameters:
Soil Type: Determines the most appropriate excavation method and support.
Depth of Excavation: Deeper excavations require more robust support mechanisms.
Type of Construction: The nature of the building being constructed may dictate specific excavation techniques.
Proximity of Surrounding Roads/Buildings: Nearby structures may restrict certain excavation methodologies.
Presence of Groundwater: Water levels can impact excavation stability and support needs.
Excavation Support Types
Sloped or Benched Excavation:
More cost-effective than sheeted excavation but necessitates sufficient space away from property lines and adjacent structures.
Sheeted Excavation:
Utilized in confined spaces wherein soil surrounding the excavation must be contained by a support system.
Sloped or Benched Excavation
The geometry of excavation selection is influenced by the soil's natural Angle of Repose, which is the steepest angle at which a sloping surface of loose material remains stable.
Soil Type Stability Classification:
Most Stable: Clay, silty clay, and cemented sands can support steeper angles of benching.
Moderately Stable: Angular gravels, silt, loamy silt, and moist cohesive soils require sloped benches.
Least Stable: Granular soils (gravel, sand, loamy sand), submerged soil, or soils with water seepage can only have sloped benches; benching is not permissible.
Sheeted Excavation
Definition:
Sheeting refers to the solid panel systems used to create walls that hold back soil.
Shoring System:
A structural support system that actively resists loads to prevent collapse during the excavation process.
Methods for Lateral Support of Sheeted Excavation:
Crosslot Bracing: A system that provides support across the width of the excavation.
Rakers: Supports that are angled from the excavation wall to the ground.
Tiebacks: Anchors that provide tension support to keep the sheeting in place.
Bracing Example: Installation of Tiebacks or Ground Anchors
Drilling:
A hole is drilled into stable rock or soil.
Insertion and Grouting:
Steel prestressing tendons or rods are inserted into the hole and grouted to secure.
Post-Grouting Tensioning:
Once the grout has hardened, the steel tendons or rods are put under tension using a hydraulic jack and anchored to a waler or steel plate.
Excavation Shoring Types
Soldier Beams and Lagging:
Construction example includes Berliner wall, which consists of steel H-pile soldiers with wood lagging and raker bracing.
Steel Sheet Piling:
These piles can be hammered or vibrated into place, with placement methods dependent on soil conditions.
Sheet piles are usually made from steel or fiber-reinforced polymers (plastic).
Secant Piles (Von Der Wand Pile Wall):
A type of wall that consists of intersecting piles creating stability and reducing water inflow.
Ground/Earth Improvement Techniques
Soil Mixing:
This technique creates columns of strengthened soil using a chemical binder (such as Portland cement and water) prior to excavation. The mixed soil remains in place post-excavation.
Excavation Shoring Type Example:
Mixed soil support incorporating soldier beams, walers, and tie-backs.
Rammed Aggregate Piers:
Composed of crushed rock which is compacted in lifts, densifying the surrounding soil. Piers can be up to 36 inches in diameter and reach depths of 30 feet.
Shotcrete:
Application example of shotcrete on mixed soil wall for stabilization during underground basement excavation.