Earthwork Study Notes
Earthwork Notes
Learning Objectives
Understand the basic components of a site plan.
Identify retaining walls, gabions, and earth reinforcement visually.
Recall the procedures for filling and backfilling.
Site Plans
Lot dimensions: Measured dimensions of the lot where construction takes place.
Building setbacks: Required distances from property lines to the structure.
Public Utility Easements (PUE): Areas designated for utilities, must remain unobstructed.
Building footprint: The outline of the structure at ground level.
Location of structure on lot: Positioning of the building within the lot.
Driveway location and width: Design and positioning of access points.
Topography: The arrangement of the natural and artificial physical features of an area (not shown in the current materials).
Retaining Walls - Purpose
Function:
Retaining walls are designed to hold back soil in areas where there is an abrupt change in ground elevation.
They must possess sufficient strength to withstand the forces exerted by the earth and any groundwater present.
Retaining Walls - Failures
Retaining walls are susceptible to several types of failures, including:
Horizontal sliding: Movement of the entire wall sideways due to pressure from the soil behind.
Overturning: When the wall tips or rotates due to an imbalance of forces, causing it to collapse.
Undermining: Erosion or washout occurs beneath the wall, leading to structural instability.
Retaining Walls - Construction Type
A visual representation of different construction methods may be required here for detailed analysis (not provided).
Foundation Requirements
Gabions:
Define gabions as a form of earth retention using corrosion-resistant wire baskets filled with cobble or boulder-sized rocks.
They are placed in layers to create sturdy walls that hold back soil and resist erosion.
Gabions
In addition to their primary function, gabions may also serve to combat erosion effectively by stabilizing loose ground and preventing soil degradation.
Earth Reinforcement
Definition:
Often referred to as "Mechanically Stabilized Earth (MSE)."
Involves placing reinforcing material between layers of fill or backfill, which is compacted accordingly.
Benefits:
The addition of reinforcement creates tensile strength in the soil, which aids in structural integrity.
It is frequently a more economical alternative compared to traditional retaining walls for soil stabilization.
Filling and Finish Grade
Filling:
A broad term that refers to any process of placing earth material, such as raising the existing grade of a site.
Backfilling:
Specifically pertains to replacing earth material back into trenches or excavated areas to restore the ground to its original or desired level.
Lifts:
Both filling and backfilling operations are performed in layers or “lifts.”
Lift thickness can typically range from 4 to 12 inches based on the compaction requirements.
Filling
Large open areas allow for the effective compaction of fill material using heavy construction equipment, ensuring stability and density of the earth used.
Filling and Proper Compaction
In constrained or confined spaces, the compaction of fill or backfill may necessitate the use of smaller, walk-behind equipment to ensure proper density and stability of the material.
Backfilling
Backfill operations often take place in trenches, where each layer, known as a "lift," is critically compacted to ensure firm ground structure and prevent settling or shifting over time.