All Study Guides Intro to Geotechnical Science Unit 10 โ Shallow Foundations
๐๏ธ Intro to Geotechnical Science Unit 10 โ Shallow FoundationsShallow foundations are crucial in transferring loads from structures to near-surface soil or rock. They're used when the soil has sufficient bearing capacity at a relatively shallow depth, typically less than the foundation's width. Common types include spread footings, strip footings, and mat foundations.
Key considerations in shallow foundation design include bearing capacity, settlement, and frost heave. Site investigation is essential to determine soil properties and select the appropriate foundation type. Design must ensure safety against bearing capacity failure and excessive settlement while considering factors like frost depth and seismic loads.
Study Guides for Unit 10 โ Shallow Foundations Key Concepts and Definitions
Shallow foundations transfer loads from a structure to the near-surface soil or rock
Typically used when the soil has sufficient bearing capacity at a relatively shallow depth
Depth of a shallow foundation is generally less than its width
Common types include spread footings, strip footings, and mat foundations
Bearing capacity refers to the maximum load a soil can support without shear failure
Depends on soil properties, foundation size, and depth
Settlement occurs when soil compresses under applied loads
Can be immediate (elastic) or long-term (consolidation)
Frost heave is the upward movement of soil caused by freezing of water in the soil
Can cause damage to foundations in cold climates
Types of Shallow Foundations
Spread footings are isolated, square, or rectangular pads that support individual columns or posts
Commonly used for residential and light commercial structures
Strip footings are continuous, narrow foundations that support load-bearing walls
Often used in residential construction for exterior and interior walls
Mat foundations (also called raft foundations) are large, continuous slabs that support the entire structure
Used when soil conditions are poor or loads are heavy
Combined footings support multiple columns and are used when column spacing is close
Annular ring footings are circular foundations used for storage tanks and silos
Site Investigation and Soil Properties
Site investigation is crucial for determining soil properties and selecting an appropriate foundation type
Includes desk study, site reconnaissance, and subsurface exploration (borings, test pits)
Key soil properties for foundation design include:
Soil classification (grain size distribution, plasticity)
Shear strength parameters (cohesion, friction angle)
Compressibility and consolidation characteristics
In-situ tests (Standard Penetration Test, Cone Penetration Test) provide valuable information about soil properties
Laboratory tests on soil samples (direct shear, triaxial, consolidation) help determine design parameters
Groundwater conditions and seasonal variations should be considered in the investigation
Design Considerations and Criteria
Foundation design must ensure adequate safety against bearing capacity failure and excessive settlement
Factors of safety are applied to account for uncertainties in soil properties and loads
Typical factors of safety range from 2 to 3 for bearing capacity
Serviceability limits for settlement depend on the type of structure and its sensitivity to movement
Total and differential settlement should be within acceptable limits
Frost depth and potential for frost heave should be considered in cold climates
Presence of expansive soils, fill materials, or organic soils may require special design considerations
Seismic loads and liquefaction potential should be evaluated in earthquake-prone areas
Load Distribution and Bearing Capacity
Loads from the structure are distributed through the foundation to the soil
Bearing capacity is estimated using theoretical models (Terzaghi, Meyerhof, Vesic) or empirical methods
Key factors affecting bearing capacity include:
Soil strength parameters (cohesion, friction angle)
Foundation size, shape, and depth
Inclination and eccentricity of loads
Bearing capacity equations consider three failure modes: general shear, local shear, and punching shear
Allowable bearing capacity is the ultimate bearing capacity divided by the factor of safety
Pressure distribution beneath the foundation is assumed to be linear or uniform, depending on soil type and foundation rigidity
Settlement Analysis
Settlement analysis predicts the vertical deformation of the foundation under applied loads
Immediate settlement occurs due to elastic deformation of the soil
Calculated using elastic theory and soil modulus
Consolidation settlement occurs in fine-grained soils due to dissipation of excess pore water pressure
Estimated using consolidation theory and soil compressibility parameters
Secondary compression is the long-term settlement that occurs after consolidation is complete
Differential settlement is the uneven settlement of the foundation, which can cause structural distress
Settlement calculations consider the stress distribution in the soil and the thickness of compressible layers
Construction Methods and Techniques
Shallow foundations are typically constructed using reinforced concrete
Excavation and soil preparation are critical steps in the construction process
Soil should be compacted to improve bearing capacity and reduce settlement
Formwork and reinforcement are installed prior to concrete placement
Concrete is placed, consolidated, and cured according to specifications
Proper curing is essential for achieving design strength
Backfilling and grading around the foundation should be done carefully to avoid damage
Quality control measures (soil compaction tests, concrete strength tests) ensure proper construction
Waterproofing and drainage systems may be installed to protect the foundation from moisture
Common Issues and Troubleshooting
Inadequate site investigation can lead to foundation design issues
Unexpected soil conditions or groundwater can cause excessive settlement or bearing capacity failure
Poor construction practices can result in defects such as honeycombing, cold joints, or insufficient cover
Differential settlement can cause cracking and structural damage
May require underpinning or other remedial measures
Frost heave can cause uplift and damage to foundations in cold climates
Proper insulation and drainage can mitigate this issue
Expansive soils can cause significant movement and damage to foundations
Moisture control and special design techniques (drilled piers, suspended slabs) may be necessary
Soil erosion and scour can undermine foundations, particularly in flood-prone areas
Erosion protection measures (rip-rap, gabions) can prevent damage
Regular inspection and maintenance of foundations can help identify and address potential issues before they become serious problems